WorkSample - Xingyu Zhong

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Portfolio

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Xingyu Zhong 236 S Los Angeles St LA, CA, 90007

WORK EXPERIENCE AB Design Jul 2022 - Present Designer Los Angeles, California . Worked on a variety of project types, including hospitality, residential, office, and warehouse buildings, and assisted in preparing proposal packages by developing documents, coordinating with team members to support design decisions . Contributed to the schematic design phase of the Dream Hotel project, focusing on facade design and producing architectural drawing using Revit . Participated in construction documentation and administration phases for the Foodbank Santa Barbara project, generating drawing sets with ArchiCAD . Assisted in the completion of RFIs and ASKs, communicated with consultants, and helped finalize architectural detail drawings . Produced drawing sets for the Hilton Santa Barbara project using ArchiCAD and supported the feasibility study Univeristy of Southern California Jan 2022 - May 2022 TA(ARCH 561,562,564,574&611) Los Angeles, California . Assisted students with coursework during office hours, providing guidance on assignments and projects . Instructed students in using architectural software tools such as Revit, ArchiCAD, and AutoCAD . Collected and organized homework submissions, ensuring accurate record-keeping. Gathered and organized class feedback . Helped the professor grade assignments and exams, offering constructive feedback . Gathered and analyzed class feedback to improve the learning experience . Covered architectural theory, software applications, and structural design

Awards University of Southern California Aug 2021 - May 2022 Warren Lortie Merit Scholarship Los Angeles, California . Outstanding MArch student award Mar 21th - 25th 2022 The Blueprint 2022 Los Angeles, California . Selected work from students & recent alumni May 2021 Final project EXPO Los Angeles, California . Selected work from ARCH 605B

EDUCATION University of Southern California Aug 2020 - May 2022 Architecture Tempe, Arizona . Master of Architecture Arizona State University Aug 2015 - May 2019 Architectural Studies Tempe, Arizona . Bachelor of Science in Design

Folio of Works

213-359-5867 xyzhongs@gmail.com https://issuu.com/xyzhongs/docsworksample

LANGUAGES Chinese( Native)

Aug 2015 - May 2024

01 High-end hotel in Palm Springs Dream Hotel P1 - 8 02 Public Tenant Improvement Foodbank SB P9 - 16

English( Fluent)

HOBBIES Movie Comic

03 Beachside Hotel Expansion Hotel SB P17 - 22

Travel Photography Culnary Snowboard/Ski

Soft Skills

04 Heavy Timber in Communtiy SEED P23 - 28

Communication Teamwork Creativity Logical Thinking Problem Solving Critical Thinking

PROFICIENCY Rhinoceros

Vray

Python

Lumion

Grasshopper

Enscape

Revit

Photoshop

Dynamo

Lightroom

Autocad

Illustrator

3ds max

Indesign

Maya

Premiere

Sketchup

Office 365

05 Ubran Complex for Future CBD ReForm Water P29 - 36 06 Public Service Center by seashore The Orbit P 37 - 42 07 Alternative Dessert City in Phoenix 2070 3D Versatility P 43 - 48

Dream Hotel 01

Project Type: Hospitality Location: Palm Springs, California, USA Work Type: Company Work Date: 2023 The Dream Hotel and Resort and Event Center project, located at 450 North Calle Alvarado in Palm Springs, involves constructing a 5-story condominium building, a 5-story hotel building, three resort villas, and a freestanding event center on a 7.8-acre site. The project includes one level of below-grade parking and support areas, with public areas on the first floor and four levels each of hotel guestrooms and condominium units above. The development will feature 169 guestroom keys, 24 private residential units, a 10,000+ sq. ft. event center, a fitness center, and a major restaurant open to the public. The condominium building will be 56 feet high with provisions for 64 feet for elevator and mechanical penthouses, while the hotel building will be 46 feet high with provisions for 54 feet. Phase I includes the construction of the below-grade parking garage, and Phase II will encompass the hotel and condominium levels, villas, event center, and swimming pools. This scope of work guided the schematic design phase, where I contributed to producing detailed architectural drawing sets using Revit.

1

2

RC

AM-204 1

GUESTROOM LIST GROUND LEVEL

1 AM-101.1B

RB 185 122 SF

* PANIC HARDWARE

AESTHETICIAN ROOM

R1

116 * PANIC HARDWARE

138 SF

1 BED POOL CONDO

RESTROOM

WET ROOM

111

117

1037 SF

182 SF

149 82 SF

* PANIC HARDWARE

R2

R2

UP

ROOM NAME

722 SF

ELEV C2

92 SF

CORRIDOR 113

MARKETING AREA

999 SF

118

R3

58 SF

OFFICE

MINOR SURGERY

114

119

R3

QUANITY

SHEET

1 BED POOL CONDO

1

2 BED POOL CONDO

3

REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS

ELEVATOR LOBBY 151

167 SF

170 SF

EXAM ROOM

R4

DRS' OFFICE

120

125

134 SF

123 SF

1

FILE STORAGE

EXAM ROOM

AM-200

124 123 SF

2 BED POOL CONDO

R4

1257 SF RESTROOM

10. PARTITION TYPES ARE LOCATED ON SHEET AM-701 AND AM-702.

126 72 SF

11. REFER TO SHEET AM-771 FOR ACOUSTICAL REQUIREMENTS AND PENETRATION REQUIREMENTS.

140

240 SF

DN

203 SF

H1-083

12. REFER TO SHEET G-002 G-003 G-004 FOR GENERAL NOTES, G-011 G-012 G-013 AND G-014 FOR DISABLED ACCESS NOTES.

* PANIC HARDWARE

UP

R5

R6

STAIR C1

130

2 BED POOL CONDO 102 1258 SF

AM-203

ICE/STORAGE RM 131

ELEVATOR LOBBY

157 SF

139

132

* PANIC HARDWARE

Selene Palm Springs 1717 E. Vista Chino A7-613 Palm Springs, CA 92262 P: 760 610 7444

c o p y r i g h t: All ideas, designs, and drawings included within these documents are the sole ownership of AB DESIGN STUDIO,INC. and are solely instruments of service for the construction of this project. They are not to be traced,copied, scanned, reprinted, reproduced, or otherwise use without the expressed and written consent of AB DESIGN STUDIO, INC. All copies to be returned to AB DESIGN STUDIO, INC. unless specific arrangements have been made in writing between AB DESIGN STUDIO, INC. and its clients, consultants, etc. All rights reserved per California Law and Title 17, U.S. Code. © AB design studio, inc.

Revision Schedule Rev

Description

Date

1 2 3 4 5 6 7

Foundation Plan Check Set Foundation Plan Check Rev. 1 Foundation Plan Check Rev. 2 Core and Shell Plan Check Set Core and Shell Permit Set, Rev.1 Core and Shell Permit Set, Rev.2 Core and Shell Permit Set, Rev.3

12.20.1 03.18.1 04.24.1 04.30.1 08.30.1 12.20.1 08.20.1

1

2

RESIDENT ENTRY LOUNGE

271 SF

Client

13. REFER TO SHEET G-011 FOR ACCESSIBLE PARKING AND PEDESTRAIN WALKWAY NOTES.

R7

ELEV C1

2

6. FACE OF JAMB/EDGE OF DOOR TO BE 6" FROM ADJACENT WALL UNLESS OTHERWISE NOTED.

9. ALL ROOMS OR SPACES THAT HAVE AN ASSEMBLY OCCUPANCY TO HAVE A POSTED MAXIMUM OCCUPANT LOAD SIGN IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE AN APPROVED LEGIBLE AND PERMANENT SIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT PER CBC 1004.3.

1 AM-001.1A

R5

ELECTRICAL RM

5. PROVIDE AND INSTALL PAINTED FRYREGLET EXTRUDED ALUMINUM CORNER TRIM AT ALL OUTSIDE GYP. BD. EDGES AND INSTALL "L" TRIM MOULDING (DMCT-375/DRML-625 OR EQUAL) WHERE GYP. BD. ABUTS A DISSIMILAR FINISH MATERIAL.

8. AT ALL BACK OF HOUSE CORRIDORS AND SERVICE ELEVATOR LOBBIES, PROVIDE AND INSTALL 4' HIGH WAINSCOT MARLITE STANDARD 3/32" THICK FIBERGLASS REINFORCED PLASTIC WALL PANELS (S100 S/2/S SMOOTH SURFACE WHITE OR EQUAL) WITH WHITE PAINTED ALUMINUM TRIM (INSIDE CORNER A551, OUTSIDE CORNER A560, DIVISIONS A565 AND EDGE A570 TOP AND BASE) OR EQUAL.

126 SF

103

3. NOTIFY ARCHITECT IN WRITING CONFLICTS AND DIMENSIONAL DISCREPANCIES PRIOR TO PROCEEDING WITH WORK IN THE AREAS AFFECTED.

1. GUESTROOMS NOTED TO HAVE COMMUNICATION FEATURES (COMM. FEAT.) ARE TO HAVE THE FOLLOWING: - AUDIBLE FIRE ALARM - VISUAL FIRE ALARM - VISIBLE NOTIFICATION DEVICE TO ALERT OCCUPANTS OF INCOMING TELEPHONE CALLS - VISIBLE NOTIFICATION DEVICE TO ALERT OCCUPANTS OF DOOR KNOCK OR DOOR BELL - TELEPHONE WITH VOLUME CONTROL - ELECTRICAL OUTLET SHALL BE LOCATED WITHIN IN 48" OF TELEPHONE UNIT FOR YSE OF TTY

ADMIN OFFICE 122

2. 12" AND 18" DIMENSIONS BETWEEN THE STRIKE SIDE OF DOOR AND THE RETURN WALL. NOTE THE MINIMUM AND DO NOT REFLECT THE ACTUAL DIMENSION OF THE WALL. REFER TO ADJACENT DIMENSION WHEN LAYING OUT WALLS.

Grand total: 4 NOTE :

77 SF

EXAM ROOM

1. ALL DIMENSION ARE TO OUTSIDE FACE OF GYP. BD. UNLESS OTHERWISE NOTED.

7. REFER TO FOOD SERVICE DRAWINGS FOR INFORMATION ON KITCHEN EQUIPMENT.

123

121 135 SF

SHEET NOTES

4. PREPARE THE CONCRETE SLAB AS REQUIRED FOR SPECIFIED FINISHES.

CONDO LIST GROUND LEVEL

212 SF GALLERY 112

104

REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS REFER TO FUTURE TI DRAWINGS

1

152

DN

1258 SF

SHEET

1 1 1 1 1 1 1 1

AM-302

STAIR C2

2 BED POOL CONDO

QUANITY

BRONZE KING 2 PLATINUM KING 3.1 ADA SILVER KING 3.1 SILVER KING 3.2 SILVER KING 3.3 SILVER KING 3.4 SILVER KING 3.5 SILVER KING 3.6 Grand total: 8

RA

EMPLOYEE LOUNGE

R1

ROOM NAME

AM-303

290 SF

AM-304

1 AM-306

1 AM-107.0

2

R8

AM-304

R6 RESTROOM 145

2

67 SF

Pool Restrooms

AM-302

R8.8

101

7

423 SF

R9

HANDICAPPED ACCESSIBILITY WILL BE ADDRESSED DURING TI PERMIT

R7

AM-200 2 R10

ROLLING GATE @ TRUCK & TRASH CONTAINER ENTRY

ALUMINUM LOUVER O/ COOLING TOWER ROOM

LOBBY/POOL BAR 133

TRUCK DELIVERY LANE

TRASH CONTAINER

IDF RM

162

37'

STAIR H1

298 SF

55 SF

R13

UP

DN

SEE EM-100.0 FOR DETAIL

183 RECEPTION

ELEV H2

E

MEN'S

AM-303

JAN

154

164

234 SF

66 SF

R15

WOMEN'S MARKET

163

135

384 SF

R16

117 SF

199 SORTING ROOM

7

168 253 SF

H:\20000_TEMP WORKING FILES ARC SB\18080.00_Dream Hotel\18080.00_Dream Hotel.rvt

RESTAURANT 197.1

BEVERAGES

2787 SF

177 KITCHEN

A

* PANIC HARDWARE

213 SF

HAND SINK

VESTIBULE

PREP AREA

155 * PANIC HARDWARE

KITCHEN

OUTDOOR DINING 197.2

BOH KITCHEN

ELEV H5

189

R20

* PANIC HARDWARE

150 599 SF

BAR

CORRIDOR

169

100.5

RA

423 SF SILVER KING 3.2

ELEV H4

MEETING ROOM 171 STORAGE

R13

167

SILVER KING 3.1

327 SF

190 332 SF

1127 SF

SILVER KING 3.5 191

170

RB

425 SF

341 SF CORRIDOR

2964 SF

EL W ION T O AT

100.6

BEVERAGES

667 SF

LEGEND * PANIC HARDWARE (REFER TO AM-901 AND AM-902)

E

36 LO

EL W ION T O AT ST

CK ER S

51

WOMEN

LO CK ER S

156

BAKERY PREP AREA

BAKERY PREP AREA

51

ER

LO CK ER S

EL W ION T O AT T S S

S

48

ER

MEN 157

R14 70 SF

HAND SINK

EL W ION T O AT ST

3

178 80 SF

143 78 SF

WALK IN COOLER

327 SF

193 349 SF

PLATINUM KING 3.1 ADA

AM-202 B

1/16" = 1'-0"

STAMP RD

1

SCALE : NORTH

RE TRUE

STAIR H2 173 208 SF

R18

As indicated

DRAWN BY :

Author

CHECKED BY:

Checker

DATE :

08/20/2019

JOB NO.

18080.00

SHEET NO.

R19

SOUTHWEST

R20 A

RC

192

UP

R17

GROUND LEVEL - OVERALL FLOOR PLAN Ground Level - Overall Plan

4'-0" HIGH FIBERGLASS REINFORCED PLASTIC WALL PROTECTION WALL SYSTEM (SEE SHEET NOTE 8).

435 SF

2 AM-201

142 400 SF

4

R16

SILVER KING 3.3

* PANIC HARDWARE

C WALK IN FREEZER

DN

179

AM-202

EMPLOYEE RESTROOM

141 74 SF

195 357 SF

UNISEX RESTROOMS

1 OFFICE

SILVER KING 3.4

165 485 SF

D

JANITOR.

1 AM-201

SILVER KING 3.6

R15

584 SF

2

* PANIC HARDWARE

136 467 SF

196

137 Redundant Room

BRONZE KING 2

ICE AREA

DRY STORAGE

CK

CK

572 SF

LO

LO

27

EL W ION T O AT ST

1

R19

IDF RM

GYM

2883 SF

138

UP

174 295 SF LOADING AREA ACCESS

145 SF

751 SF

F

106 SF

BOILER FLUE ROOM

95 SF

172

7

EQ

144

229 SF

37 SF

147

R17

ELEVATOR LOBBY

STAIR H3

ST

8/22/2019 10:34:18 AM

HANDICAPPED ACCESSIBILITY WILL BE ADDRESSED DURING TI PERMIT

EQ

70 SF

2

3

SHOWN FOR REFERENCE ONLY. TO BE PERMITTED UNDER A SEPARATE PERMIT.

182

ELEC ROOM

HANDICAPPED ACCESSIBILITY WILL BE ADDRESSED DURING TI PERMIT

AM-305

ALUMINUM LOUVER O/ GENERATOR ROOM

REFRIG TRASH RM ELEV CTRL

R18

4875 SF

FREIGHT ELEVATOR

DN

2883 SF

ICE AREA

2 AM-306

146 71 SF VESTIBULE 166.2

* PANIC HARDWARE

7

188 714 SF

RECYCLING ROOM

166

C

5 AM-404

GENERATOR ROOM

176 93 SF

264 SF

OFFICE 224 SF

PROVIDE AND INSTALL PER MANUFACTURER’S RECOMMENDATIONS AND REQUIREMENTS M200 SMOKE GUARD SMOKE CURTAIN CODE COMPLIANT SMOKE AND DRAFT OPENING PROTECTION AT ELEVATOR DOORS & FRAME.

RECEIVING OFFICE

198

100.3

B

CAP

185.2 324 SF

LOBBY LOUNGE

1 AM-101.1C

197

STAIR H4

7

1

SECURITY OFFICE

113 SF LOADING DOCK HOLDING AREA SUPPORT

548 SF

1781 SF

* PANIC HARDWARE

2

SECURITY OVERHEAD COILING DOOR

R14

100.2 PROVIDE AND INSTALL PER MANUFACTURER’S RECOMMENDATIONS AND REQUIREMENTS M200 SMOKE GUARD SMOKE CURTAIN CODE COMPLIANT SMOKE AND DRAFT OPENING PROTECTION AT ELEVATOR DOORS & FRAME.

PME-6

185.1

184

1

D

MV XFMR

DOCK SUPPORT

CAN WASH ROOM

DOMESTIC WATER BOILER/PUMP ROOM

* PANIC HARDWARE

ELEV H1

AM-305

H1-137

"

346 SF

R9

AM-203

3/4

194 SF

100.1

R8.8

1

-9

161 ENTRY VESTIBULE

187 989 SF

LUGGAGE ROOM

153 210 SF

129 SF COOLING TOWER

TRASH COMPACTOR

708 SF

R12

570 SF

194

789 SF

186

RETAIL

STAIR H5

160

SCE-MAIN ELEC RM

R8

Dream Hotel - Palm Springs

R11

F

-5'-0" FROM GROUND LEVEL

DN

2164 SF

NOT FOR CONSTRUCTION Ground Level - Overall Floor Plan

RD

450 N. Calle Alvarado Palm Springs, CA 92262

RE

SOUTHEAST

AM-101.1 4

Elevation A

Elevation B

Elevation C

5

Elevation D

6

7

8

Foodbank Santa Barbara 02

Project Type: Industrial/Warehouse Location: LA, California, USA Work Type: Company Work Date: 2024 The Foodbank Santa Barbara project includes enclosing the open-air loading dock on the west side of the warehouse at 80 Coromar Drive, increasing interior space by 950 square feet to a total of 60,330 square feet. The project also involves enhancing building façades with new louvered designs, ornamental trim, and new doors, along with other aesthetic improvements.

Site improvements include a new 600-square foot trash enclosure, an 800-square foot generator enclosure, and 2,400 square feet of new landscaping. This landscaping involves removing hardscape pathways, relocating trees, and adding new plantings.

Loading dock functionality will be upgraded with a new ramp and concreted pedestal for larger trucks, removing three parking spaces that will be reallocated through restriping. Additional enhancements include improved truck circulation, a new rolling gate for security, and upgraded parking lot safety lighting.

This project aims to improve the operational efficiency and aesthetic appeal of the Foodbank Santa Barbara facilities while complying with existing site agreements and minimizing visual impact.

9

10

COROMAR DRIVE

26 COROMAR DRIVE GOLETA, CA 93117

(E) LOADING DOCK LANDING

04

(E) LANDSCAPE AREA

05

(E) IMPERVIOUS WALKWAY

06

(E) PARKING SPACES & DRIVE-LANE

07

(E) SITE FENCE & HEDGE

08

(E) VEHICLE ENTRANCE/ EXIT DRIVE

09

(E) SITE WALL

10

(E) SIDEWALK

11

(E) CURB & GUTTER

12

DEMO (E) WALL & GATE

13

(E) GATE, ADD OPERATOR WITH KEYPAD AT EAST WALL, DRIVER'S SIDE, INTERIOR AUTO OPEN ON APPROACH

REFER TO SHEET EXT T.08 FOR EGRESS AND ACCESSIBLITY INFORMATION INCLUDING ACCESS FROM STAFF PARKING TO STAFF ENTRIES.

14

(E) MONUMENT SIGN, OFF PROPERTY

15

(E) COMMON LANDSCAPE AREA

16

(E) CONCRETE DRIVE SURFACE

17

(E) ASPHALT DRIVE SURFACE

18

(E) CONCRETE DRAINAGE SWALE

19

(E) SITE WALL WITH LANDSCAPE AREA FINISH TO BE PL-01

20

(E) BUS STOP, OFF PROPERTY

21

(E) ELECTRICAL MAIN

22

DEMO (E) CURB, SIDEWALK, PLANTER APPROVED UNDER PERMIT #22-B-0441

23

(E) ACCESSIBLE CURB DEPRESSION

24

RESTRIPE (E) PARKING

25

REMOVE (E) TREE

26

PERMEABLE HARDSCAPE / BOARDWALK

27

TRENCH FOR ELECTRICAL CONDUIT

28

SECURITY GATE

29

TRELLIS, ABOVE

30

GENERATOR & ABOVE GROUND FUEL TANK, DEFERRED PERMIT.

31

HOSE REEL FOR FUEL TANK, DEFERRED PERMIT. FBO & IBC.

32

BOLLARDS AND STEEL CAGE AT (E) FIRE HYDRANT, SEE A4.04

33

NEW SIGNAGE, SHOWN FOR REFERENCE ONLY

34

TREES & PLANTING, SEE LANDSCAPE

35

ATS LOCATION - SEE ELECTRICAL

36

ACCESSIBLE PATH FROM PUBLIC WAY. REQUIREMENT FOR WTI PERMIT #22-B0441

37

SECURE GATE. PROVIDE INTERCOM, KEYPAD, & ACCESS CONTROLS TO COMPLY W/ ACCESSIBLE ENTRY & EGRESS APPROVED UNDER PERMIT #22-B-0441

ACCESSIBLE PATH SHALL HAVE 2% MAX. SURFACE SLOPE IN ANY DIRECTION, TYP. SEE SHEET T.36 FOR MORE DETAIL

TY

LIN

ER

OP

PR

INCLUDED IN THIS PERMIT A4.04 LOADING DOCK GATE

(E) COVERED WALKWAY

03

ACCESSIBLE PARKING AND PATH OF TRAVEL PREVIOUSLY PERMITTED UNDER WEST TI PERMIT #22-B-0441 AND EAST TI PERMIT #22-B-0329.

E

INCLUDED IN THIS PERMIT SITE UPGRADES

02

INCLUDED IN THIS PERMIT A4.06 TRASH ENCLOSURE

EXTENT OF WORK 54'-0" (6) @ 9'-0"

41 (E) 22.61'

08

32

G1

53 54

48 30

72

55

47

C

71

46

C

70

C

C

57 58

02

60

PED

68

24

OH

12

13

14

15

1.3% SLOPE

9'-0"

39

16

17

18

24

OH

20

16

20 PARKING SPACES OH

19

(E) TRASH

13

G2

28

PED OH

(E) OFFICE

UP UP 48" 30" SEATING AREA DW(E) BREAKROOM C C +34" A.F.F. CEILING MW (N) +8'-1/2" MW FF= BREAKROOM 100'-0" (E) CEILING +8'-0" (E) GYP REF BAR REF SEATING +42" LOUNGE A.F.F. +34"(E) OFFICE A.F.F.

UP

INCLUDED IN THIS PERMIT A1.00 A1.10 NEW DOOR 04

61

66

42

67

43

59

44

69

45 33 34 35 36

EV

EV

EV

EV

EV

62

EV

1

INCLUDED IN THIS PERMIT A1.00 A1.10 LOADING DOCK FS FS

38

63

33

05

1

18

8

08

04

PED

EAST WAREHOUSE

TENANT IMPROVEMENT UNDER PERMIT #22-B-0441

TENANT IMPROVEMENT UNDER PERMIT #22-B-0329

2

9

04

WEST WAREHOUSE

VAN

21

10

24

40

1 3

11

06

FS

FS

4

12

G6

C

340'-0" PROPERTY LINE

34

EXTENT OF WORK

PED

39

26

38

40

25

12 13

C

65

C

(E) 22.46'

11

64

C

41

C

C

37

C

9'-0" 39

10

(E)- MEN'S RESTROOM

C

56

31 32

19 20 21 22

06

24

11

EXTENT OF WORK

15

5'-0" MIN.

8'-9" 5'-0" MIN.

9

WOMEN'S RESTROOM 30"(N) 103 FF= 100'-0" +8'-0" (E) GYP CEILING GREASE INTERCEPTOR WITH TRAFFIC RATED LID. (N) MEN'S RESTROOM 30"(E) OFFICE 102 -30" FF= 100'-0" +8'-0" (E) GYP FINAL LOC TO BE COORD W PLUMB CEILING

C

24

06

8

PED

C

23

C

24

09

STAFF PARKING ONLY

(E) 22.30'

52

50 28 29

49

15 16 17 18

4 5 6 7 8 9

C

10

11

C

7

6

16

C

10

C

5

OH (E) 22.56'

24

06

4

48"

24

51

27

2

17 04

3

(E) 22.37'

1 A4.04

(E) FH

2

448" 8" 48" 48"

3

1

14

16

STAFF PARKING ONLY

1 1

19 (E) 22.38'

18'-0"

28

0.7% SLOPE

16

30"

72 PARKING SPACES

5'-0" SETBACK

585'-0" - PROPERTY LINE

27'-0"

07

ADJACENT PROPERTY (E) WAREHOUSE ADJACENT 147-165 CASTILIAN DR PARCEL GOLETA, CA 93117

PED G3

BIMcloud: abdesignstudioinc - BIMcloud Software as a Service/V24 Projects/21048.00_FOOD BANK - SB

G4

5

C

03

38

ENCLOSE (E) EXTERIOR LOADING DOCK

39

ACCESSIBLE NOT USED AISLE, STRIPE PER SHEET T.36

40

ACCESSIBILE CURB DEPRESSION APPROVED UNDER PERMIT #22-B-0441

41

TRASH ENCLOSURE FOR (2) TRASH, (1) RECYCLE @ 4 cuyd, (2) COMPOST @ 1.5 cuyd CONC SLAB WITH WASHOUT AND DRY WELL & SHED ROOF REPAIR & REPLACE (E) EXTERIOR PATIO APPROVED UNDER PERMIT #22-B-0441

6

17

42

7

04 40

31

24

11

INCLUDED IN THIS PERMIT A1.00 A1.10 COURTYARD PED + OH

14 15

35

82 COROMAR DRIVE GOLETA, CA 93117 (APN- 073-150-012) (NOT IN SCOPE)

19

14

19 PARKING SPACES

16

04

18

15

26

(E) OFFICE BUILDING

17

PROPERTY LINE

13

G5

BAILER LOCATION WITH ELEC

43 25 30

G9

33

37

29 09

33

42

general notes 1.

MIN. CLEARANCE NOTED IS REQUIRED FINISH DIMENSION. CONTRACTOR TO VERIFY WALL FINISHES AND EQUIPMENT PRIOR TO CONSTRUCTION.

2.

REFER TO T-SHEETS FOR GENERAL NOTES, DIMENSIONS, CLEARANCES, REQUIREMENTS, ETC.

04 34

04 36

545'-6" PROPERTY LINE

s y m b o l

EXTENT OF WORK

20

INCLUDED IN THIS PERMIT A4.09 WEST ENTRY

14

10

l e g e n d

ENTRANCE/ EXIT DOOR

11

EV

EV CHARGERS AT PARKING SPACES

C

COMPACT PARKING (8' WIDE) EXTENT OF WORK

HOLLISTER AVENUE

BUILDING N.I.S

PROPOSED Proposed SITE Site PLAN Plan 0

16'

32'

64'

SCALE: 1/32" = 1'-0"

N

STRUCTURES IN SCOPE OF WORK

a n d service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t t h e e x p r e s s e d D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U D I O , I N C .

(E) WAREHOUSE

(E) SLOPED LOADING DOCK

t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

ADJACENT PROPERTY

01

C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

site plan notes

architec

420 E HA SANTA BAR

p

r

OWNER

ARCHIT

LANDSC

CIVIL E

STRUCT

ELECTR

MECHAN

CONCT

s u b m

P 0 7 .2 6 .2

0 2 .2 6 .2

BU 0 2 .2 9 .2

EXTE

p

r

o

PROJECT

PROJECT

OWNER:

12

01 18"

13

7'-5"

HOLLISTER AVEWALL& C L FIXTURE

WALL& C L FIXTURE

C SIM. L OPENING

C L OPENING

UH0'-0" HUNG FROM CEILING PER GROUND FLOOR STRUCT. & MECH.

NOTE: TREES AND LANDSCAPE ARE APPROX.SEE SEE SURVEY FOR ACCURATE TREE LOCS. PLANTING/TRESS, LANDSCAPE

32'

7'-4" 06

C L OPENING

7'-4" WALL& C L FIXTURE

C L OPENING

3Proposed PROPOSED - WAREHOUSE LOADING - Warehouse LoadingDOCK Dock RCP 04

10

4'

8'

16'

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

4

1

EQ

3'-3"

15

S

BUILDING ENTRY

N

6'-7"

19'-1"

N

4'

8'

16'

4 108

N

IA

11'-0"

05

2

+/- 12'-4"

n

f

103

o

10'-0"

1'-0"

i

1'-0"

08 4'-5"

t

1'-0" 1'-0"

S

48" CLEAR

c

FOOD BANK-SB 12"

80 CoromarOPENING Drive & Goleta CA FIXTURE 93117

CL DOOR 4 A6.01

OWNER:

18'-0"

e

16'-0" 16'-0"

j

2

4

006

o

2

3 A4.08

FIXTURE

TYP.

r

8'-0"

22'-8" 17 CMU @ 16"

5 A4.05

21

P R O J E C T : 2 1 0 4 8 .0 2

2

F.O. CMU WALL

G5

2 A4.08

Foodbank Coromar 22.56' LLC 22.52' +/- 9'-0" FIN FIN FLR coromar@foodbanksbc.org FIXTURE 805-937-8110 S

8'-0" 5'-0" +/- 9'-0"

4'-10"

EXT

G4

S

M17

(N) STEEL GATE +/- 8'-0"POSTS, TYP

S

A4.09 14

M

SPACE & FIXTURE

g

FIXTURE FIXTURE

8'-8"

1'-10" 1'-10"

p

1

07

1 4

FIXTUREA4.08 FIXTURE SINK (BELOW)

S

2

s

DOORS SPACE & FIXTURE

+/- 8'-0"

ENLARGED PLANS & 18" ELEVATIONS

+/- 8'-0"

25 26

5'-0"

14'-10"

4'-0"

5

23

4'-0"

12'-0"

N

48" CLR

COURTYARD TRELLIS RCP

0

STORAGE

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

2

07 (N) STEEL FENCE & GATE POSTS, TYP

4'

8'

16'

1

CLEAR ZONE W/O PLANTING PER OWNER SCALE: 1/8"

2

17

3

FRIDGE BY OWNER 107

48" CLR

02

14

= 1'-0" 15

06

5

0

2

INTERIOR CONTENT NOT2 FIXTURESHOWN FOR RE SEE WEST TENAN2 UNDER PERM

22

49'-6" OVERALL BUILDING SEPARATION (VIF)

EXISTING/DEMO - COURTYARD

1

3'-0"

SLOPE

6'-0"

+/- 8'-0"

S

R 09

S

CL COUNTERTOP & FIXTURE

ELEVATION 17

16

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

DETLA #1

4 A4.05

1'-6"

S

60° TYP.

1

EXTERIOR & SITE IMPROVEMENTS

13

(N) STEEL GATE POSTS, TYP

DEMO

11'-0"

SLOPE

1'-0"

CL

06

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

0 2 .2 9 .2 4

4 @ 7'-6" EA. WALL MOUNTED 65-IN MONITOR

10

1

C A S E # 2 3 -B -0 2 8 7

32'-0"

+/-6'-0"

EXISTING / DEMO - WEST ENTRY

PROPOSED GENERATOR WALL 16'

7'-5"

54-IN AFF

G3

1

STORAGE 01 60" CLR

56" 5 CLR

8'-10"

Proposed- -COURTYARD Courtyard PROPOSED 0

4'

8'

16'

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

1

60 "D IA.

20

C L FIXTURE

7'-5"

27

1

30" CLR

7'-5"

6A A5.01

5'-0"

l e g e n d

CMU WALL 0" GEOMETRY DATUM

0"

42-IN AFF

1

3

18" MIN.

6'-0"

S

07 CL CLR 60"

8'-0" 105 TOP OF WALL

B U I L D I N G & S A F E T17Y A P P R O V A L

11'-0"

9'-9"

11'-0" 5'-6" FLEX

2'-6"

CMU WALL GEOMETRY

4'-10"

5

2'-9"

0

2'-4" 2'-4"

4'-6"

+/- 13'-0" SLOPED

7

2.2

8'

s y m b o l

4

+/-14'-0"

0

18'-0" 8'-4"

CL

CL

10

T.O.MAIL ANCHOR (E)

13

0 2 .2 6 .2 4

1

(N) STEEL FENCE & GATE POSTS, TYP

C A S E # 2 3 -0 0 2 5 -Z C

05

2

SPACE & FIXTURE

23

05

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

10

108 EDGE OVHD DOOR OF BLDG.

6'-0" 18

1 109

FIXTURE

08

Proposed - WestENTRY Entry PROPOSED - WEST

N

INTERIOR

REFER EXTENT TO T-SHEETS FOR 5'-6"GENERAL 3'-6"NOTES, DIMENSIONS, OF WORK WALL MOUNTED 65-IN MONITOR CLEARANCES, REQUIREMENTS, ETC. F.O. BOARDWALK

1

F.O. CMU WALL

G6

3 A4.05

S

AFF

2.

15

3'-3"

NOTE: TREES AND LANDSCAPE ARE APPROX. SEE SURVEY FOR ACCURATE TREE LOCS.

59'-2" (59) SOFFIT PANELS, 12" EA.

(E) MECH.

CONTRACTOR TO VERIFY WALL FINISHES AND EQUIPMENT 54-IN PRIOR TO CONSTRUCTION.

GENERATOR YARD

3

3 A4.05

14'-6"

HOLLISTER AVE

5

BIMcloud: abdesignstudioinc - BIMcloud Software as a Service/V24 Projects/21048.00_FOOD BANK - SB

7

4

1

CL CL CL

23 +/- 18'-48" (V.I.F.)

SCALE: 1/4" = 1'-0" 104

11 +/- 14'-4" 29 SLOPED

10

3'-1"

PLANNING APPROVAL

EXTEND CURB FROM UNDER DECK PROJECT ADDRESS: TO FEATHER SLOPE AS NEEDED +/- 12'-0" FIXTURE CL SPACE & SLOPE GRADE DOWN 12-IN (21.52) FIXTURE 1. MIN. CLEARANCE NOTED IS REQUIRED FINISH DIMENSION. FOR CRAWL FOR CRAWL SPACE SPACE VENTS VENTS EXTERIOR

2

0

CL

R 1'-0"

21

0

CL

R 2'-6"

EDGE OF BLDG.

S

10

11 EXTERIOR

SLOPE GRADE DOWN 12-IN (21.52') FOR CRAWL SPACE VENT 0 7 .2 6 .2 3

CL CL CL CL

R 155'-0"

+/- 14'-4" SLOPED

2.1

9'-7"

2'-2"

11'-0"

(6)

+/- 1" GAP AT WALL TYP.

12'-0"

5

11'-0"

+/-6'-0"

2'-6"

0

CLEAR ZONE W/O PLANTING oPERnOWNER s

r e v i s i

10'-0"

7'-0" (7) SOFFIT PANELS

18 FIXTURE

4

general notes

(E) FOYER

OVERHANG & FIXTURE

EXTERIOR COURTYARD

+/- 8'-0"

0

OPENING & FIXTURE

18"

PRINT DATE: 3/1/2024 3'-3" 3'-6"

25

6B A5.01

0

CL

9

12

32'

12'-0"

15'-0" (15) SOFFIT PANELS

103

0'-0" GRADE

+/- 1" GAP AT WALL TYP.

ELEVATION - PROPOSED ELECTRICAL ENCLOSURE

"

9

BIMcloud: abdesignstudioinc - BIMcloud Software as a Service/V24 Projects/21048.00_FOOD BANK - SB

2

4'-6

CL

15'-0" (15) SOFFIT PANELS

12

/

FO

S

22.52' FIN

9'-3"

(14) SOFFIT PANELS

13 R 39'-0"

10

2'-0"

10

EQ3

(2)

46'-0"

1'-6"

4'-6"

10

6

FIXT

PLANTING/VINES, SEE LANDSCAPE 14'-0"

+/-2'-0"

+/- 15'-4"

ALIGN FIXTURE W/ PANEL JOINT (+/- 4" OFF WALL CL)

18

CA L I

CL

25

G9

R 1'-0"

ALIGN FIXTURE W/ PANEL JOINT (+/- 1" OFF WALL CL)

+/- 8'-0"

CL

EQ2 3

2'-0"

S

S

FIXTURE

+/- 8'-0"

CL

+/- 19'-0" (V.I.F.)

ALIGN FIXTURE W/ PANEL 27 JOINT (+/- 1" OFF WALL CL)

08

06

EQ3

7

.

IN "M 48

7

06

OPEN TO THE SKY

8'-0" T.O. FENCE STEEL ANGLE 2X2 EPOXY BOLT TO CMU WALL 6'-0" T.O. CMU WALL

11

R 3'-0"

16'

CL

EQ2 EQ2

4'-6"

6

30'-6"

6

9'-0"

1

8'

4 A4.05

11

12

FIXT

16'-0"

5

8'-6" 5'-0"

UP

2

6A A5.01

OF

CL

0" 5'-

09

07

WD-02 DECK WITH BLIND FASTENERS TYP. 10'-16' BOARD LENGTHS TYP. RANDOMIZE END JOINTS

RENEWAL DATE

E

s u b m i t t a l s

DECK

02 FIXTURE

02

28'-0"

SLOPE GRADE DOWN 12-IN (21.52') FOR CRAWL SPACE VENT

F.O. BOARDWALK

CL

1

45 A4.05

23

S

4

07

CL OPENING

13

17

14

15

1

+/-14'-0" T.O. ANCHOR

C

07 29

5

4'-2"

4'-6"

Sunstone Winery

82 COROMAR DRIVE GOLETA, CA 93117 (APN- 073-150-012)

5

SCALE: 3/8" = 1'-0"

1

EXTEND CURB FROM UNDER DECK TO FEATHER SLOPE AS NEEDED FIXTURE

26

CL

SECTION - PROPOSED ELECTRICAL ENCLOSURE 14

(E) OFFICE BUILDING

09

40'-6"

82 COROMAR DRIVE GOLETA, CA 93117 (APN- 073-150-012)

FIXT

11

T

4'-6"

CL

0'-0" GRADE

UP

7'-3"

4

9'-0"

4

8'-6" 4'-6" 27'-0"

UP

15'-3"

35'-6" VIF

CLAY ROBERT JAMES AURELL 19 C-30926

CL

14

1

E

I

S

A

14

18

CL

PLANTER

S

D ARCH

ST

.

IN "M 48

C

+/- 15'-4"

08

EQ2

E NS

CT

08

(E) OFFICE BUILDING

0

FIXTURE

EQ2

TE

C

10 STUCCO

8

22.52' FIN

25

L

21.63' (E) CONC

CL FIXTURE

21

60" CLEAR

3

12

WORK POINT INSIDE CORNERS OF (E ) C U R B E D G E S C

5'-0"

CL OPENING

3

04

29 07

4'-0"

6'-0" 1 T.O. CMU WALL STEEL ANGLE 2X2 EPOXY BOLT TO CMU WALL

12 0" 5'-

3

12'-0"

2

13

UP

07

WD-02 40'-6"

12'-0"

UP

FIXTURE

t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e cBOARDWALK i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

1

1 2

4'-6"

VAN

01

8'-0" T.O. FENCE

CL

UP

18"

EXTENT OF WORK

DIESEL FUEL HOSE & GUIDE BOLLARDS C TRELLIS & 1 WD-02 DECKLWITH FIXTURE BLIND FASTENERS TYP. 10' TO 16' BOARD LENGTHS TYP. RANDOMIZE END JOINTS 5% MAX SLOPE EAST TO WEST 11 2.5% SLOPE PROPOSED, SEE KEYNOTE 25.

(0.89' ELEV CHANGE / 35.5' DIST) +/- 9'-0"

COURTYARD

0

CONCTRACTOR: Frank Schipper Construction Co. 610 East Cota St 17 Santa Barbara, CA 93103 CA License 436175

10'-0"

05

C

11

19

LI

TRELLIS, SEE DETAIL 2 / A9.02

NOTE: LIGHTS IN TRELLIS ARE MEANT TO BE SET BETWEEN TRELLIS MEMBERS WITH THE 08 BOTTOM OF THE FIXTURE SET FLUSH W/ BOTTOM OF TRELLIS.

A

E

LD2

08

SLOPE

LD1

02

OP

11

0

JMPE 627 Olive St. Santa Barbara, CA 93101 SPACE & M E C H A N I C A L & P L UFIXTURE MBING ENGINEER: MEC Engineers 1616 Anacapa St. Santa Barbara, CA 93101 23

CL

3

+/-14'-0" T.O. ANCHOR

ELECTRICAL ENGINEER: (E) SOFFIT ABOVE

19

EQ

CLEAR ZONE W/O PLANTING PER OWNER 19

0

3

SL

DS

0

C I V I L E N G I N E E R : COLUMN & 2.2 CCE Design Associates FIXTURE 771 E / Daily Dr. Ste 120 C a m a r i l l o , C A ELEC 9 3 0 1CONDUIT 0 RUNS FROM INTERIOR STRUCTURAL ENGINEER: T & S S t r u c t u r a l 19 5 1 0 N o r t h M iTRELLIS l p a s S tTO . SSCREEN te B 24 S a n t a B a r bELEC a r a , CONDUIT C A 9 3 1 0RUNS 3

18"

2.2

c

LANDSCAPE ARCHITECT: Bosky Landscape Architecture 590 E Gutierrez St, Suite D Santa Barbara, CA 93101

CL

02

C O N S T R U C T I O N S E T 0 2 .2 9 .2 0 2

LANDSCAPE AREA

26'-0"

14

3'-4"

0'-0" (22.48') F.F.

13

A B d e s i g n sAt u d i o , i n c .

420 E . Haley St. S a n12'-0" ta Barbara, CA 93101

LD2

EQ

02

LD1 CONCRETE ACCESSIBLE CURB DEPRESSION WITH 13 DETECTABLE WARNING AND DIRECTIONAL TEXTURE, SEE 47'-9" DETAIL ON SHEET T36

A 12'-0"

8 0 5 -6 8 9 -1 5 2 0 ARCHITECT:

EQ

LD2 47'-9"

C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

LD1

CONCRETE FLATWORK PATH W/ CONTROL JOINTS @ 4'-0" TYP OR PER INSTALLER, SEE CIVIL

service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e D E S I G N S T U D I O , I N C . and its clients, c o n s u l t a n t s , e t c . All rights reserved per Califor

12

N

14

PRINT DATE: 3/4/2024

EXTERIOR

T.O. CURB 0'-6" (22.98')

WEEP SCREED

DE METAL TRIM

(N) CONCRETE ATTACHED TO (E) FOUNDATION AND SLAB - SEE STRUCTURAL

LOADING DOCK -4'-0" (18.48')

WAREHOUSE FLOOR 0'-0" (22.48')

6" MAX.

1'-6"

MOUNTING BLOCKS

7"

ELEV.

TILE FLOOR ASSEMBLY

AIR FLOW

ALT: PULTRUDED FIBERGLASS GRATE

FOOD BANK-SB

80 Coromar Drive Goleta CA 93117 Foodbank Coromar LLC coromar@foodbanksbc.org 805-937-8110

0

EXT WALL - LOADING DOCK 1SCALE: 1/2"= 1'-0" 01 2"SEISMIC SEPERATION PER STRUCTURE

6''

s y m b o l

e c t DETAIL 6A

i

41'-7" 06

n

f

PER LAYOUTS ON A9.06

CAVITY 01 23

2x6 DOUGLAS TRELLIS MEMBER 8" OC, TYP 3x10 DOUGLASFIR FIRSITE WAREHOUSE TRELLIS @ MEMBER @ 12" OC, TYP.

02 24

2x8 DOUGLAS FIR STRUCTURAL ENTRY VERTICAL MEMBER @ 8" OC, TYP STEEL BEAM PER

03 25

(E) COLUMN, OCCURS DETAIL PER STRUCTURAL STEEL CABLEWHERE AND CONNECTION

04

STEEL PLATE AND CONNECTION

R 3'-0"

14" -18" ASSEMBLY

T.O. MEZZ. BEAM 13'-0" 18'-0"

25'-0"

GYP.

B.O. MEZZ. BEAM 12'-0"

05

CONCRETE FOOTING PER STRUCTURAL

06

L3x6

08 09

L4X8

(E) T-BAR CLNG HUNG W/ WIRES 1 R.O. DOOR 8'-6"

7 A6.02

HOLD EXT BLOCKING Foodbank Coromar LLC FASTEN TRELLIS MEMBERS TO STEEL FROM ABOVE. BACK coromar@foodbanksbc.org

OR PANELIZE THE TRELLIS AS NOTED IN805-937-8110 DETAIL #1 INT (E) OFFICE FINISH FLOOR

(E) STL. POST

6" MIN PER STRUCT

EXT

(N) BACK-UP STEEL FRAME, SEE STRUCT.

EXT

COMPACTED GRAVEL BASE MATERIAL COMPACTED SUBGRADE (E) PRECAST CONC. WALL W/ DRAINAGE SLOPE

IA N

C LI

R

PLANNING APPROVAL C A S E # 2 3 -0 0 2 5 -Z C 2 B U I L D I N G A4.04 & SAFETY APPROVAL

0 2 .2 6 .2 4

C A S E # 2 3 -B -0 2 8 7

0 2 .2 9 .2 4

EXTERIOR & SITE IMPROVEMENTS 1DETLA #1 1

EXTERIOR

0'-0" (22.48') WAREHOUSE FLOOR

p

r

o

j

e

c

-4'-0" (18.48') LOADING DOCK

t

i

n

f

o

P R O J E C T : 2 1 0 4 8 .0 2

6'-8" INTERIOR (MAX)

07

AND BATT INSULATION; 5/8" GYP. BD FINISH AS APPROVED BY ARCHITECT. SEE INTERIOR ELEVATIONS FOR APPLIED FINISHES - AT TILE WALLS - SUBSTITUTE 5/8" GYP. BD FOR 5/8" WATER RESISTANT GYP. BD. (GREEN BD.) WET SIDE ONLY INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 5 1/2" METAL STUD @ 16" O.C. W/TRACK; INTERIOR - 5/ 2" GYPBYBD FINISH AS 5/8" GYP. BD FINISHWALL AS APPROVED ARCHITECT. SEE APPROVED BYFOR ARCHITECT , 2X4 WOOD STUD@ INTERIOR ELEVATIONS APPLIED FINISHES - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 5/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET. SIDE AS APPROVED

BY ARCHITECT ONLY

PRESSURE TREATED 2x6 DECK STRUCTURE

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED METAL FASCIA ABOVE LINE OF ROOF OVERHANG

BY ARCHITECT; 3 1/2" METAL STUD @ 16" O.C. W/TRACK

06

INTERIOR WALL - 5/ 8" GYP BDSEE FINISH AS ; FINISH AS APPROVED BY ARCHITECT. INTERIOR ELEVATIONS FOR APPLIED FINISHES APPROVED

BY ARCHITECT , 2X4 WOOD STUD@ - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 7/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET.SIDE AS APPROVED

BY ARCHITECT ONLY

11 A6.02

15 16

2" BLOCKING, 1x TREX DECKING 18" O.C.

17

05 SHEATHING PLANTING POCKET

18

METALWHERE SOFFITOCCURS PANEL (E) CURB,

19

STEEL PLATE BRACING FOR VERTICAL MEMBERS

20

STEEL "T" CONNECTION

21

COUNTERSUNK BOLTS PLUGGED TO MATCH BEAM SPECIES AND FINISH

25

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 5 1/2" METAL STUD @ 16" O.C. W/TRACK INTERIOR WALL - 5/ 8" GYP BDSEE FINISH AS ; FINISH AS APPROVED BY ARCHITECT. INTERIOR ELEVATIONS FOR APPLIED FINISHES APPROVED

BY ARCHITECT , 2X4 WOOD STUD@ - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 7/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET.SIDE AS APPROVED

BY ARCHITECT ONLY

EXTERIOR

4X10 DOUGLAS FIR MEMBER @ 4'-0" OC PER LAYOUTS ON A9.06 3x10 DOUGLAS FIR WAREHOUSE TRELLIS MEMBER @ 12" OC, TYP.

003 STEEL BEAM PER STRUCTURAL

002

STEEL CABLE AND CONNECTION DETAIL PER STRUCTURAL

SCALE: 1"

= 1'-0"

2

26 STEEL LANDSCAPE EDGE 12 A6.02 25 CONCRETE FOUNDATION PAD METAL FLASHING 18 TYP. 26

DOUGLAS FIR BLOCKING

CLASS A MEMBRANE ROOFING PLYWOOD SHEATHING

BULLNOSE

EXT

A4.04

HEATER LOCATION PER MECH & STRUCT

2.1

ENLARGED EXTERIOR PLANS & ELEVATIONS

2X6 WOOD STUD, GYP

WATER PROOFING

PLYWOOD 2x4 DOUGLASSEE FIRSTRUCT. STUD

24

ENLARGED TRELLIS @@WAREHOUSE Enlarged Trellis Warehouse

Foodbank Coromar LLC coromar@foodbanksbc.org 805-937-8110 1

5 A6.02

SAND

23

004

80 Coromar Drive SCALE: 1/8" = CA 1'-0"93117 Goleta OWNER:

12

08

4

PROJECT ADDRESS:

GRAVEL

2.2 TYPES AND ASSEMBLIES WALL 2'

TOP OF ROOF

11

22

INTERIOR

6

1

12 A6.02

ROOF JOISTS DECKING MEMBRANE ROOF

(E) WALL WHERE OCCURS

BATT INSULATION

08

O W N E R 'S R E P R E S E N T A T I V E : Tryon Company LLC 3 1 5 M e i g s R o a d , S u i t e A -2 6 2 Santa Barbara, CA 93109 ALIGN t r e n t @ t r y o n c o m p a n y .c o m 8 0 5 - 6 8 9 - 1 5 2 0 07

SECTION - PROPOSED LOADING DOCK

(E) WALL WHERE OCCURS

ARCHITECT:

LIGHT FIXTURE

OWNER:

1'

r e v i s i o ns

0 7 .2 6 .2 3

10

13

80 Coromar Drive TO CA DECK93117 ELEV 22.52' Goleta

A5.01

/

PRINT DATE: 3/1/2024 23'-4" (45.81')

ROOF SHEATHINGa r c h i t e c t u r e | i n t e r i o r d e s i g n | u12 rban planning 4 SEE STRUCT. 4 2 0 E H A L E Y ROOF S T R E FRAMING ET 12421 VENICE BLVD. SANTA BARBARA,SEE CA 93101 LOS ANGELES, CA 90066 STRUCT. INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED p r o j e c t t e a m STEEL "BLADE" DETAIL, SEE 7/A9.07

BY ARCHITECT; 3 1/2" METAL STUD @ 16" O.C. W/TRACK

o

SCALE: (E) OFFICE 1" = 1'-0"

N

BULLNOSE 4x8 DOUGLAS FIR MEMBER @ 9'-4" OC, TYP, UNO SPANNING @ COLUMNS METAL FLASHING SCALE: 1/8" = 1'-0" 4x4 HSS COLUMN, SEE STRUCTURAL

07

1

FINISH FLOOR BOARDS DECKING

AIR FLOW

2

05

ENALRGED PLAN - LOADING DOCK GATE

FOOD BANK-SB INT

PARAPET BEHIND

e1'-10" n t 4X10 r yDOUGLAS + tFIRr MEMBER e l l i@s4'-0" nOC o t e s

P R O J E C T : 2 1 0 4 8 .0 2

PROJECT ADDRESS:

SEE A00.00 FOR WALL FINISHES DEMO

BUILDING CAVITY SPACE

14

j

FO

23'-10" (46.31') TOP OF PARAPET

VARIES 6"-12"

00-00

33

ROOF ASSEMBLY 1SCALE: 1/2"= 1'-0" A o

10

CA L I

FOOD BANK-SB Section/Elevation - ProposedLOADING Loading Dock SECTION / ELEVATION - PROPOSED DOCK

EXTERIOR & SITE IMPROVEMENTS

r

service for the constru D E S I G N S T U D I O , I N C .

11 XX 0" SEEELEVATION A00.00 FOR WINDOW TYPES

ROOF JOIST, SEE STRUCTURAL

p

l e g e n d

XX 0" SEE A00.00 FOR DOOR TYPES DATUM

31 R 26'-6" MATCH (E) RADIUS OF CONCRETE, MIN RADIUS: 24'-0"

C A S E # 2 3 -B -0 2 8 7 DETLA #1

t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

12'-0" GATE

CL

8'-0" OPENING P L A N N I N G A P P R O V@AOFFICE L FOR C A S E # 2 3 -0 0 2 5 -Z C (N) DOOR AND B U I L D I N G & S A F E T Y A P P R O V A WINDOW L

0 2 .2 6 .2 4

LOADING DOCK EXTERIOR

E.5

AB design studio, inc.

420 E . Haley St. Santa Barbara, CA 93101

ALIGN

(E) WALL WHERE OCCURS

L A N D S C A P E A R C H I T E C T : 10 B o s k y L aA6.02 ndscape Architecture 590 E Gutierrez St, Suite D (E) CONCRETE WALLS Santa Barbara, CA 93101 ALIGN

STUCCO WALL FINISH

CIVIL ENGINEER:

2 A4.04

(E) WALL WHERE OCCURS

S T R U C T U R(E)ACONCRETE L E NWALLS GINEER:

SCALE: 3/16" = 1'-0" 23'-10" (46.31') TOP OF PARAPET

23'-4" (45.81') TOP OF ROOF

19

JMPE 627 Olive St. Santa Barbara, CA 93101

1&2&3 GYP. CEILING A6.02 LOADING DOCK DOOR

09

TYP.

WOOD 15'-4"FRAMING (37.42') STUD WALL T.O. ROOF PER STRUCT. WITH INSULATION

T & S Structural 510 North Milpas St. Ste B Santa Barbara, CA 93103 ELECTRICAL ENGINEER:

6

06

C C E D e s i g n A s s o c i a t e s 05 7 SHEATHING 71 E / Daily Dr. Ste 120 Camarillo, CA 93010 20

12'-1" (34.56') T.O. WALL

SIM.

MECHANICAL & PLUMBING ENGINEER: MEC Engineers 1616 Anacapa St. Santa Barbara, CA 93101 CONCTRACTOR: Frank Schipper Construction Co. 610 East Cota St 001 Santa Barbara, CA 93103 CA License 436175

06

LOADING DOCK ROOF DETAIL INT WALL ASSEMBLIES Loading Dock Roof Detail 11

TYP. 0'-0" (22.48') FLOOR WAREHOUSE

12 A6.02

CLASS A MEMBRANE ROOFING PLYWOOD SHEATHING AR EN

SE

D

CH

BULLNOSE I

METAL FLASHING -4'-0" (18.48') LOADING DOCK

SECTION / ELEVATION - PROPOSED LOADING DOCK16 TE

CLAY ROBERT JAMES AURELL C-30926

CT

A5.01

0 7 .2 6 .2 3

1" CONT DECKFLOOR SUPPORT DETAILS ASSEMBLIES

OWNER:

EXT

r e v i s i o ns

OF

REFER TO T-SHEETS FOR GENERAL NOTES, DIMENSIONS, INTERIOR 005 CLEARANCES, REQUIREMENTS, ETC.

2.

12

PRINT DATE: 3/4/2024 INTERIOR

(N) CONCRETE ATTACHED POURED-IN-PLACE TO (E) FOUNDATION AND SLAB CONC. CURB PER STRUCT - SEE STRUCTURAL BURRITO DRAIN -4'-0" (18.48')

EXTERIOR

08

08

O

0 2 .2 9 .2 4

1 MIN. CLEARANCE NOTED IS REQUIRED FINISH DIMENSION. CONTRACTOR TO VERIFY WALL FINISHES AND EQUIPMENT PRIOR TO CONSTRUCTION.

1.

32 (N) CONCRETE PAD ON GRADE

(E) WAREHOUSE

3

CONTINUOUS ALUM BAR GRATE FOR AIR FLOW. EXTERIOR GRADE 48-IN LENGTHS, TYP. (VARIES) ALUM BAR GRATE SCREW INTO ENDS OF JOISTS OR MINIMAL BLOCKING BTWN JOISTS

PROJECT ADDRESS:

EXT Wall WALL--Loading LOADING Dock DOCK 1SCALE: EXT 1/2"= 1'-0" 02 17'-0"

F2

INT TILE FINISH PER PLAN, MUD COMPACTED BED, 4" CONCRETE GRAVEL BASEVAPOR MATERIALBARRIER o j e c SLAB t PER iSTRUCTURAL, n f o 15 MIL COMPACTED SUBGRADE VERIFY WITH SOILS ENGINEER, 6" CLEAN FREEP R O J E C T : 2 1 0 4 8 .0 2 W/ DRAINAGE SLOPE POURED-IN-PLACE 8" DRAINING SAND PER SOILS ENGINEER CONC. CURB EXT PER STRUCT

EXTERIOR GRADE (VARIES)

WEEP SCREED

SWAGED ALUM BAR GRATE MANUF: IKG OR EQUAL MODEL: BS (S-19-4) PLAIN SURFACE WITH ANCHOR BLOCKS FOR MECH FASTENING

LOADING DOCK WAREHOUSE FLOOR-4'-0" (18.48') p r 0'-0" (22.48')

10'-0"

3'-0"

WEEP SCREED

T.O. CURB 0'-6" (22.98')

36

RENEWAL DATE

E

CL

INTERIOR

g e n e r a l n o t e s 09

I

CL

GYP.CEILING

CEMENT PLASTER O/WEATHER BARRIER

14

D ARCH

6" MAX. (SEE STRUCT.)

24 / r e v i s i o ns

PLYWOOD SHEATHING

I

(N) 4"Ø CONCRETE FILLED BOLLARD, 48" HIGH

SE

CLAY ROBERT JAMES AURELL C-30926

s u b m i t t a l s

02

SCALE: 3/16" = 1'-0"

BATT INSULATION SEE MECH CALCS

(N) STEEL REINFORCEMENT, 2×2 ANGLE, PAINT YELLOW

C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

GYPSUM BOARD

35

T

U C T I O N S E T 0 2 .2 9 .2 0 2 4

RENEWAL DATE

O F 25 L I F O CA

2x6 WOOD STUD WALLS @ 16" O.C. - PER STRUCTURAL

/

THRU-WALL COLLECTION BOX AND DOWNSPOUT AT PARAPET

EN

2.2

4 3/4"

0'-0" (20.00') GRADE

CL

s u b m i t t a l s

34

6 3/4"

E

5 F CA L I

PLANTING AREA, SEE LANDSCAPE

2.1

14

35

CONCTRACTOR: Frank Schipper Construction Co. 610 East Cota St Santa Barbara, CA 93103 CA License 436175

OF

33

36 16

MECHANICAL & PLUMBING ENGINEER: MEC Engineers 1616 Anacapa St. S a n t a B a r b a r a , C A 9 3 1 0 1 25

RENEWAL DATE

32

2 (N) CONCRETE CURB & GUTTER

1

JMPE 627 Olive St. Santa Barbara, CA 93101

E

(E) CONCRETE SWALE

a n d

02

PLYWOOD SHEATHING

ENLARGED WEST ELEVATION - LOADING DOCK GATE T

12'-0" GATE

4 1/4"

I

ELECTRICAL ENGINEER:

T

CALL BOX

31

16'-6"

4 A4.06

T & S Structural 510 North Milpas St. Ste B Santa Barbara, CA 93103

D ARCH

30

4 1/4"

D ARCH

STRUCTURAL ENGINEER:

SE

GATE OPENING MECHANISM

2" GAP

SE

CLAY 1ROBERT JAMES AURELL C-30926

6"

6" MAX.

LOOR

8'-0"

RIGID INSULATION (OPTIONAL)

(E) CONCRETE

CCE Design Associates 771 E / Daily Dr. Ste 120 C a m a r i l l o , C 29 A 93010

CLAY ROBERT JAMES AURELL C-30926

(E) WALL ABOVE

29

2" GAP

EN

06

CLASS A MEMBRANE ROOFING

BATT INSULATION SEE MECH CALCS

1'-4"

6" MAX.

5'-0"

1

23

25

23 T.O. CURB 0'-6" (22.98') 0 7 . 2 6 . 2 3 PLANNING APPROVAL 2x6 WOOD STUD WALLS @ 16" O.C. C A S E # 2 3 -0 0 2 5 -Z C 0 2 .2 6 .2 4 B.O. TRELLIS 9'-6" - PER STRUCTURAL WEEP SCREED B U I L D I N (29.50') G & SAFETY APPROVAL GYPSUM BOARD C A S E # 2 3 -B -0 2 8 7 DOUBLE HEIGHT SALVAGE ROOM, 9'-0" 0 2 .

2 9 .

2 4 WAREHOUSE FLOOR SEE SHEET WTI A.100 FOR FLOOR PLAN T E I M P RCONCRETE O V E M E NFLOOR T S ASSEMBLY 0'-0" (22.48') E X T E R I O R & S IPOLISHED 10'-0" DETAIL 6B BATT INSULATION DETLA #1 1 F1 INT PLYWOOD SHEATHING SEE MECH CALCS POLISHED CONCRETE TOPPING SLAB OR CEMENT PLASTER DEPRESSION FOR TILE, 4" CONCRETE SLAB PER O/WEATHER BARRIER EXTERIOR GRADE STRUCTURAL, 15 MIL VAPOR BARRIER VERIFY DECKING BOARDS (VARIES) WITH SOILS ENGINEER, 6" CLEAN FREEINTERIOR EXTERIOR METAL DRAINING SAND PER SOILS ENGINEER TO DECK ELEV 22.52'TRIM EXT T.O. DOOR 8'-0" WHERE OCCURS (E) PANEL JOINT

SED 1SCALE: 1/2"= 1'-0" 03

6 3/4"

ROOF FRAMING -SEE STRUCTURAL

CIVIL ENGINEER:

EN

(E) EXTERIOR WALL

28

C

DOCK OVHD. DOOR)

EXTERIOR SEE SHEET EXT A4.05 FOR PLAN OF COURTYARD

2" GAP

GYPSUM BOARD STRUCT. ANCHOR 14'-0" BATT INSULATION (34.00') SEE MECH CALCS

G1

L A N D S C A P E A R C H I T E C TA4.04 : Bosky Landscape Architecture 590 E Gutierrez St, Suite D Santa Barbara, CA 93101

12'-1" (32.08') T.O. WALL

27

LI

EXTERIOR

SCALE: 3/16" = 1'-0" 4x BLOCKING - PER STRUCTURAL

CONCTRACTOR: Frank Schipper Construction Co. 610 East Cota St Santa Barbara, CA 93103 CA License 436175

PLYWOOD SHEATHING

BATT INSULATION EXTERIOR (LOOKING AT THE LOADING SEE MECH CALCS

2" GAP

SECTION / ELEVATION - -PROPOSED Section/Elevation Proposed LOADING Loading DOCK Dock

MECHANICAL & PLUMBING ENGINEER: MEC Engineers 1616 Anacapa St. Santa Barbara, CA 93101

CEMENT PLASTER s u b m i t t a l s O/WEATHER BARRIER

AREHOUSE FLOOR 0" (22.48')

BULLNOSE

-4'-0" (18.48') LOADING DOCK

FASCIA

service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t t h e e x p r e s s e d D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U D I O , I N C .

BATT INSULATION SEE MECH CALCS

0'-0" (22.48') FLOOR WAREHOUSE

METAL FLASHING

JMPE 627 Olive St. Santa Barbara, CA 93101

CT

BATT INSULATION O. CURB SEE MECH CALCS 6" (22.98') ROOF FRAMING -SEE STRUCTURAL

15

PLYWOOD SHEATHING

ELECTRICAL ENGINEER:

A

PLYWOOD SHEATHING

12 A6.02

T & S Structural 510 North Milpas St. Ste B CLASS A MEMBRANE ROOFING Santa Barbara, CA 93103

2x6 WOOD STUD WALLS @ 16" O.C. - PER STRUCTURAL

GYPSUM BOARD

ND 16" O.C. CTURAL

18 TYP.

STRUCTURAL ENGINEER:

TE

ARRIER

11

CCE Design Associates 771 E / Daily Dr. Ste 120 Camarillo, CA 93010

FENCE, ORSOGRIL OR EQUAL, SEE SPEC

26

soles instruments of m a d e b e t w e e n A B

4x BLOCKING - PER STRUCTURAL

CIVIL ENGINEER:

TYP.

3

6" MAX. (SEE STRUCT.)

30

ING

SCALE: 001DOCK LOADING DETAIL 3/4" INT WALLROOF ASSEMBLIES = 1'-0" 5

002

LANDSCAPE ARCHITECT: Bosky Landscape Architecture 590 E Gutierrez St, Suite D Santa Barbara, CA 93101

AB design studio, inc.

420 E . Haley St. Santa Barbara, CA 93101

6" MAX SEE STRUCT.

6" MAX. (SEE STRUCT.)

G1 BATT INSULATION SEE MECH CALCS

06

ARCHITECT:

1

22" APPROX

25

AB design studio, inc.

420 E . Haley St. Santa Barbara, CA 93101

m

C O N S T R U C T I O N S E T 0 2 .2 9 .2 0 2 4

ROOF FRAMING -SEE STRUCTURAL

TUDS L

ARCHITECT:

SIM.

a

O W N E R 'S R E P R E S E N T A T I V E : Tryon Company LLC 3 1 5 M e i g s R o a d , S u i t e A -2 6 2 Santa Barbara, CA 93109 t r e n t @ t r y o n c o m p a n y .c o m 8 0 5 -6 8 9 -1 5 2 0

A

METAL SOFFIT PANEL

O W N E R 'S R E P R E S E N T A T I V E : Tryon Company LLC 3 1 5 M e i g s R o a d , S u i t e A -2 6 2 Santa Barbara, CA 93109 t r e n t @ t r y o n c o m p a n y .c o m 8 0 5 -6 8 9 -1 5 2 0

e

CT

FRAME EXTERIOR ON EXTERIOR FACE OFFACE GATEOF @ GATE 6" OC BULLNOSE

PLYWOODPLYWOOD SHEATHING SHEATHING

12'-1" (34.56') T.O. WALL

t

ST

PROPERTY LINE

1 /2" x 4" TUBE FRAME 11 /2"/2X " X1"1"ALUMINUM BAR OVERLAPPING TUBE OVERLAPPING FRAME ON

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t

TE

METAL FLASHING

1

a

12421 VENICE BLVD. LOS ANGELES, CA 90066

c

IA

4x BLOCKING - PER STRUCTURAL

12 A6.02

CLASS A MEMBRANE ROOFING

5

e

e

N

LOADING DETAIL INTDOCK WALLROOF ASSEMBLIES

SCALE: 3/4" = 1'-0"

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PLYWOOD SHEATHING

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CLASS A MEMBRANE ROOFING

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TYP. 15'-4" (37.42') T.O. ROOF

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1048.00_FOOD BANK - SB

METAL FLASHING

j

09 WOOD FRAMING STUD WALL PER STRUCT. WITH INSULATION

420 E HALEY STREET SANTA BARBARA, CA 93101

PARAPET

25

planning

18" MAX

02

SIM.

12 A6.02

o

20

12421 VENICE BLVD. LOS ANGELES, CA 90066

ST

BIMcloud: abdesignstudioinc - BIMcloud Software as a Service/V24 Projects/21048.00_FOOD BANK - SB

003 WOOD FRAMING STUD WALL PER STRUCT. WITH INSULATION

t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

(E) OFFICE

(E) CONCRETE WALLS

LOADING DOCK DOOR

004

2" GAP

ILS 1"SCALE:= 1'-0" 6 IES

GYP. CEILING

05

INTERIOR SHEATHING

r

1&2&3 A6.02

LOADING DOCK DOOR

t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

STUCCO WALL FINISH

ll ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

ALIGN

(E) WALL WHERE OCCURS

6" MAX. (SEE STRUCT.)

(E) CONCRETE WALLS

p

05

19

6" MAX. (SEE STRUCT.)

2" GAP

2

D GRAVEL RIAL D SUBGRADE E SLOPE

06

4 1/4"

10 A6.02

420 E HALEY STREET SANTA BARBARA, CA 93101

planning

GYP. CEILING

C O N S T R U C T I O N S E T 0 2 .2 9 .2 0 2 4

(E) STL. POST

ALIGN

(E) WALL WHERE OCCURS

(E) CONCRETE WALLS

architecture | interior design | urban

IA

(E) OFFICE

SHEATHING 2 A4.04

EXTERIOR

N

07

6 3/4"

(E) WALL WHERE OCCURS

23'-4" (45.81') TOP OF ROOF

STUCCO WALL FINISH

(E) WALL WHERE OCCURS

C

METAL SOFFIT PANEL

ALIGN

(E) CONCRETE WALLS

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 5 1/2" METAL STUD @ 16" O.C. W/TRACK INTERIOR WALL - 5/ 8" GYP BDSEE FINISH AS ; FINISH AS APPROVED BY ARCHITECT. INTERIOR ELEVATIONS FOR APPLIED FINISHES APPROVED

BY ARCHITECT , 2X4 WOOD STUD@ - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 7/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET.SIDE AS APPROVED

BY ARCHITECT ONLY

05 SHEATHING

10 A6.02 ALIGN

LI

08

4 3/4"

(E) WALL WHERE OCCURS

11 A6.02

06

architecture | interior design | urban

24

Frank Schipper Construction Co. 610 East Cota St Santa Barbara, CA 93103 CA License 436175

A

(E) T-BAR CLNG HUNG W/ WIRES 2" BLOCKING,7 18" O.C. A6.02

ELEV 22.52'

GHT FIXTURE

PLYWOOD SEE STRUCT.

23'-10" (46.31') TOP OF PARAPET

ALIGN

(E) WALL WHERE OCCURS

29

REPAIR & REPLACE (E) DRAIN GRATE

ST

ROOF FRAMING SEE STRUCT.

BATT INSULATION

4

1

LIGHT FIXTURE

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 3 1/2" METAL STUD @ 16" O.C. W/TRACK INTERIOR WALL - 5/ 8" GYP BDSEE FINISH AS ; FINISH AS APPROVED BY ARCHITECT. INTERIOR ELEVATIONS FOR APPLIED FINISHES APPROVED

BY ARCHITECT , 2X4 WOOD STUD@ - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 7/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET.SIDE AS APPROVED

BY ARCHITECT ONLY

06

6

SCALE: 3/16" = 1'-0"

R

METAL FASCIA 12

SHEATHING RUCT.

RDS

A

(E) WALL WHERE OCCURS

30

(E) RAILING TO REMAIN

23

CT

BLY

SECTION 07 - PROPOSED LOADING DOCK

ALIGN

25

22

TE

SCALE: 1 1/2"= 1'-0" R PROOFING

(E) WALL WHERE OCCURS

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 5 1/2" METAL STUD @ 16" O.C. W/TRACK; INTERIOR - 5/ 2" GYPBYBD FINISH AS 5/8" GYP. BD FINISHWALL AS APPROVED ARCHITECT. SEE APPROVED BYFOR ARCHITECT , 2X4 WOOD STUD@ INTERIOR ELEVATIONS APPLIED FINISHES - AT TILE - SUBSTITUTE 5/8" GYP.; BD FOR 5/8"BD 16"WALLS O.C. W/ BATT INSULATION 5/ 8" GYP WATERFINISH RESISTANT GYP. BD. (GREEN BD.) WET. SIDE AS APPROVED

BY ARCHITECT ONLY

07

08

4 3/4"

a n d

6'-8" (MAX)

INTERIOR WALL - 5/8" GYP. BRD. FINISH AS APPROVED

BY ARCHITECT; 3 1/2" METAL STUD @ 16" O.C. W/TRACK AND BATT INSULATION; 5/8" GYP. BD FINISH AS APPROVED BY ARCHITECT. SEE INTERIOR ELEVATIONS FOR APPLIED FINISHES - AT TILE WALLS - SUBSTITUTE 5/8" GYP. BD FOR 5/8" WATER RESISTANT GYP. BD. (GREEN BD.) WET SIDE ONLY

08

service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t t h e e x p r e s s e d D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U D I O , I N C .

2.1

6" MAX SEE STRUCT.

22" APPROX

E STRUCTURAL

BATT INSULATION

4

ROOF FRAMING SEE STRUCT.

6'-0"

12

ROOF SHEATHING SEE STRUCT.

25'-0"

WATER PROOFING

C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

METAL FLASHING

s e r v i c e f o r t h e c o n s t r u c t i o n o f t h i s p r o j e c t . T h e y a r e n o t o b e t r a c e d , c o p i eC dL, s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U

12 A6.02

BULLNOSE

4'-6" PER STRUCT.

8'-0" OPENING @ OFFICE FOR (N) DOOR AND WINDOW

HiltonSanta Barbara 03

Project Type: Hospitality Location: Santa Barbara, California, USA Work Type: Company Work Date: 2024 The proposed project entails a significant expansion of Building B, adding approximately 50,195 square feet and 73 guest rooms. This expansion involves the demolition of 8 guest rooms in Building A (Azalea) and the removal of 2 guest rooms in Building B. To integrate the addition, 6 existing guest rooms in Building B will be reconfigured. The project also includes the reconfiguration of the western parking lot, incorporating new circulation paths, updated landscaping, and the installation of permeable pavers.

Additionally, Building A (Azalea), a 4,700 square foot structure, will be demolished to make way for new amenities, including an adult swimming pool, a spa, an outdoor fire pit lounge area, and a bar. These enhancements will be situated in the northwest corner of the parcel, near South Calle Cesar Chavez and East Cabrillo Boulevard.

The architectural design of the expansion will comply with HLC guidelines, ensuring compatibility with the existing architectural style. This project aims to enhance guest experiences and improve the overall functionality and aesthetic appeal of the site.

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VIEW ANG

LE OF LA

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CUMBRE &

PROPERTY LINE PROPERTY LINE PROPERTY LINE

3000'

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2000'

1000'

4 0'-0" CABRILLO BLVD

180'-0" CURBLINE SETBACK

VIEW EXHIBIT ViewCORRIDOR Corridor Exhibit 1250'

2500'

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SCALE: 1" =1250'

E OF LA CU

PROPERTY LINE

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MBRE & M

ONTECITO

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PEAKS

28'-6"

3RD FLOOR 2ND FLOOR 1ST FLOOR (E) TREE LINE TO BE REMOVED

E OF LA CU

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VIEW ANGL

CABRILLO BLVD

MBRE & M

ONTECITO

PEAKS

l e g e n d 19'-2"

2ND FLOOR ONE STORY CONSTRUCTION

1ST FLOOR (E) TREE LINE TO BE REMOVED

E OF LA CU

MBRE & M

ONTECITO

9'-10"

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First Level

PROPERTY LINE

VIEW ANGL

CABRILLO BLVD

TWO STORY CONSTRUCTION

PEAKS

THREE STORY CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

1ST FLOOR (E) TREE LINE TO BE REMOVED

CABRILLO BLVD 120'-0" CABRILLO SETBACK FROM CURBLINE (FOR SINGLE STORY & PARKING FACILITIES) PER PARK PLAZA SPECIFIC PLAN

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180'-0" CABRILLO SETBACK FROM CURBLINE (FOR TWO STORY) PER PARK PLAZA SPECIFIC PLAN

SitePLAN Plan -- VIEW ViewCORRIDOR Corridor Diagram SITE DIAGRAM

VIEW ViewCORRIDOR CorridorSECTIONS Sections 64'

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B

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32'

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120'-0" CABRILLO SETBACK FROM CURBLINE (FOR SINGLE STORY & PARKING FACILITIES) PER PARK PLAZA SPECIFIC PLAN

16'

180'-0" CABRILLO SETBACK FROM CURBLINE (FOR TWO STORY) PER PARK PLAZA SPECIFIC PLAN

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ROOF LEVEL 28'-6" (44.15')

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THIRD LEVEL 19'-2" (34.82') SECOND LEVEL 9'-10" (25.48') FIRST LEVEL 0'-0" (15.65')

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SITE Site SECTION Section 0

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

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t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

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C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

4000'

service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t t h e e x p r e s s e d D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U D I O , I N C .

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MONTECITO PEAK 3214' 28000'

29000'

30000'

31000'

32000'

33000'

LA CUMBRE PEAK 3985'

architecture | interior design | urban

420 E HALEY STREET SANTA BARBARA, CA 93101

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12421 VENICE BLVD LOS ANGELES,

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LAND SURVEYOR:

CCE DESIGN ASSOCIATE 771 E DAILY DRIVE, SU CAMARILLO, CA (8 0 5 ) 7 PLANNING & PERMITTING:

1625 STATE STREET, S SANTA BARBARA, CA (8 0 5 ) 9 CIVIL ENGINEER:

FLOWERS & ASSOC 201 N CALLE CAESAR CHAVE SANTA BARBARA, CA (8 0 5 ) 9 TRAFFIC CONSULTANT:

ASSOCIATED TRANSPORTATIO 100 H O P E A V E N SANTA BARBARA, CA (8 0 5 ) 6 LANDSCAPE ARCHITECT:

BOSKY LANDSCAPE ARCHITE 590 E GUTIERREZ ST, S SANTA BARBARA, CA (8 0 5 ) 8

s u b m i t t a l s

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r e v i s i

PRINT DATE: 9/28/202

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(P R T ) A P P L I C A T I O N P L A N R E

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HILTON SB EXPANS PROJECT ADDRESS:

OWNER CONTACT:

633 E. CABRILL SANTA BARBA

Fess Parker - Red L bhilgers@pkhotelsandres (571) 3

G.07 SITE SECTION & VIEW CORRIDOR STUDY

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a n d

27 "

14'-0

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1 A3.01

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3/4" 12'-3

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3/4" 143'-3 1/4" 13'-8

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6

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12'-9

25

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12'-0 " 14'-0

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"

14'-0 3/4" 12'-3

207'-6 3/4" 11'-0"

12'-3"

12'-0"

14'-0"

14'-0"

14'-0"

13'-8 3/4"

7'-11 1/2"

14'-3 3/4"

14'-0"

14'-0"

14'-0"

14'-0"

14'-0"

12'-0"

12'-3 3/4"

6 16.87°

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GUEST RM 114 KING ALT

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10'-8 1/4"

1/4" 10'-8

GUEST RM 902 DBL QUEEN

UP

4'-0"

3

TYP.

TYP.

TYP.

GUEST RM 904 SUITE A

4 11'-11"

C

GUEST RM 936 SUITE B

6'-4 1/2"

D E

GUEST RM 934 DBL QUEEN

GUEST RM 932 KING

GUEST RM 930 KING

GUEST RM 928 KING

ICE 140

GUEST RM 926 KING

GUEST RM 924 KING

GUEST RM 922 KING

GUEST RM 920 KING

GUEST RM 918 DBL QUEEN

GUEST RM 916 SUITE A

1 MAID'S 139

10'-0"

UTILITY 148

LOBBY 101

6'-2"

74'-9"

ELEV EQUP 105

GUEST RM 907 SUITE A

T LVL FIRS ') (15.65

G

POOL RESTROOMS 122

BAR STORAGE 102

SERVICE 149

GUEST RM 915 KING

GUEST RM 905 DBL QUEEN

GUEST RM MOBILITY 903 DBL QUEEN

GUEST RM 939 SUITE B

16'-2"

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GUEST RM 937 DBL QUEEN

GUEST RM 935 KING

GUEST RM 933 KING

GUEST RM 931 KING

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GUEST RM 929 KING

GUEST RM 927 KING

GUEST RM 925 KING

GUEST RM 923 KING

GUEST RM MOBILITY 921 KING

GUEST RM 919 DBL QUEEN

GUEST RM 917 SUITE A

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0'-0"

GUEST RM 115 SUITE ALT

GUEST RM MOBILITY 901 SUITE A

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6 5

GUEST RM 909 KING

3 A1.41

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2 A1.41

2

H

0'-6"

LOPE

STORAGE / MAID'S 109

ELEV

FIRST LVL 0'-0" (15.65')

14

12'-1 1/2"

GUEST RM 910 KING

L

ST LV

B FIR BLDG ') (16.15

2% S

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3 A2.01

LOBBY RESTROOM 104

UP

GUEST RM 906 KING

LONG-TERM BIKE STORAGE 112

UP

B

2

2'-0"

A

2

GUEST RM 900 SUITE A

UTILITY 113

BAR 103

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TYP.

10 TYP.

6'-0"

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floor plan keynotes

K 2

2

10

TYP.

TYP.

TYP.

1

ELEVATOR - SIZED TO ACCOMODATE A STRETCHES PER 2022 CBC 3002.4

2

LINE OF FLOOR ABOVE

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TRELLIS POST, TYP.

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TRELLIS

5

PLANTER

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(E) BALCONY, NOT IN SCOPE

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LINE OF ROOF ABOVE

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ROOF BELOW

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(E) INTERIOR - NOT IN SCOPE

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FIRE PIT

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(E) ROOF

4 1 A1.41

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r o o m 2 A2.01

1 A3.01

m i x FIRST

SECOND

THIRD

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8'

16'

32'

ZONE FOR FUTURE SOLAR

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DUMB WAITER

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LAUNDRY CHUTE

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ROOF ACCESS

TOTALS

KING

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14

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KING (MOBILITY)

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1

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DOUBLE QUEEN

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SUITE

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SUITE (MOBILITY)

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GRAND TOTAL

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FIRST First LEVEL Level 0

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

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service for the construction of this project. T h e y a r e n o t o b e t r a c e d , c o p i e d , s c a n n e d , r e p r i n t e d , r e p r o d u c e d , o r o t h e r w i s e u s e d w i t h o u t t h e e x p r e s s e d D E S I G N S T U D I O , I N C . a n d i t s c l i e n t s , c o n s u l t a n t s , e t c . A l l r i g h t s r e s e r v e d p e r C a l i f o r n i a L a w a n d T i l e 1 7 , U .S . C o d e © A B D E S I G N S T U D I O , I N C .

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t h e s e d o c u m e n t s a r e t h e s o l e o w n e r s h i p o f A B D E S I G N S T U D I O , I N C . and are soles instruments of r e t u r n e d t o A B D E S I G N S T U D I O , I N C . u n l e s s s p e c i f i c a r r a n g e m e n t s h a v e b e e n m a d e b e t w e e n A B

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C o p y r i g h t : All ideas, d e s i g n s , a n d d r a w i n g s i n c l u d e d w i t h i n w r i t t e n c o n s e n t o f A B D E S I G N S T U D I O , I N C . A l l c o p i e s t o b e

6

architecture | interior design | urban

420 E HALEY STREET SANTA BARBARA, CA 93101

p

r

o

j

e

plann

12421 VENICE BLVD. ST LOS ANGELES, CA 9

c

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e

a

m

LAND SURVEYOR:

CCE DESIGN ASSOCIATES, 771 E DAILY DRIVE, SUITE CAMARILLO, CA 93 (8 0 5 ) 7 3 8 -5 PLANNING & PERMITTING:

SE 1625 STATE STREET, SUI SANTA BARBARA, CA 93 (8 0 5 ) 9 6 6 -2 CIVIL ENGINEER:

FLOWERS & ASSOCIA 201 N CALLE CAESAR CHAVEZ, SANTA BARBARA, CA 93 (8 0 5 ) 9 6 6 -2 TRAFFIC CONSULTANT:

ASSOCIATED TRANSPORTATION E 100 H O P E A V E N U E SANTA BARBARA, CA 93 (8 0 5 ) 6 8 7 -4 LANDSCAPE ARCHITECT:

BOSKY LANDSCAPE ARCHITECT 590 E GUTIERREZ ST, SUIT SANTA BARBARA, CA 93 (8 0 5 ) 8 4 5 -3

s u b m i t t a l s

/

r e v i s i o

PRINT DATE: 9/28/2023

0 5 .0 2 .2 0

(P R T ) A P P L I C A T I O N P L A N R E V I E

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HLC PRE APPLICATION REVIE

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HILTON SB EXPANSIO PROJECT ADDRESS:

OWNER CONTACT:

633 E. CABRILLO BL SANTA BARBARA

Fess Parker - Red Lion H bhilgers@pkhotelsandresorts.

(571) 302-5

A1.00 PROPOSED FIRST LEVEL FLOOR PLAN

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SEED 04

Project Type: Community Center Location: LA, California, USA Work Type: Individual Work Date: 2021 The L.A. MED-HIVE project re-envisions community resource centers across Los Angeles by strategically enhancing and centralizing their functions. Unlike traditional centers housed in rented storefronts or Parks and Recreation buildings, this project aims to create a more efficient and integrated system of public resources in neighborhoods that need them most.

Focusing on a low-carbon lifestyle, the project leverages the new Metro station as a key daily connection point. It also addresses the community’s need for green spaces by providing diverse open space experiences. The site design separates pedestrian and vehicle circulation while maintaining existing traffic flow.

The building program, from the first to fourth floors, includes retail, educational, medical, and community spaces, creating a comprehensive hub for community care and engagement. This project aims to enhance community support infrastructure while promoting sustainability and connectivity.

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Form Design

Longitudinal section Chunck Exploded Axon

Cross section

Structure Exploded Axon

Circulation

Facade Exploded Axon

Environmental Circulation

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West Elevation

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Perspective Section

Bleachers View

East Entry View

Green Roof View

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ReForm Water 05

Project Type: Urban Complex Location: Taian, Shandong, CN Work Type: Individual Work Date: 2019 This project proposes the development of a Central Business District (CBD) in a new urban area, aimed at enhancing economic growth and providing a wider range of activities for the local community. The site is strategically located, surrounded by two cultural centers, a primary school, and several residential communities, with a river running through it.

The project envisions an inclusive building that supports economic development over the coming decades while offering diverse entertainment options. Additionally, it incorporates environmental protection measures to ensure sustainable growth.

This development will serve as a hub for economic activity and community engagement, fostering a vibrant and sustainable urban environment.

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Site Analysis

Design Concept

Human Traffic Statistics on site Verse Time

Stem

Form Design

To achieve purposes of a building with abilities maintaining the natural environment, using the biological characteristics of vessels and sieve tubes from plant stem can provide the capabilities to purify water. It also can transport circulation between levels

Topolgy Homotopy

Two topological spaces with manifold if possible through a series of continuous deformations change from one to another, so there are homotopy. In other word, a flat surface is the same as a curve surface. A cube is equal to a sphere

Activities on site Verse Age

Conclusion

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Facade Detail

Base Floor Plan

First Floor Plan

Facade Generation

To save energy, the facade of the building can change over time. The facade can open or close to balance the light and temperature in the building over different times and seasons.

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Second Floor Plan

Third Floor Plan

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Form Generation

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Bring stream water into the building, the aquarium will be one of the most attractive points in the mall. It also can purify the stream water to protect the natural environment.

The round shape circulation provides customers the opportunities to most stores in point. Curved shape generates a visual impact to attract people to stay longer and explore the whole space.

With enough skylight, it can save energy using for the building.

The big atrium offers enough space for holding the festival, commercial activities, exhibition space or pop-up shop, etc.

Aquirium

Circle Interior

Atrium

Section

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The Orbit 04

Project Type: Public Service Location: Oriental Bay, Wellington, NZ Work Type: Individual Work Date: 2018 Located at Oriental Bay, Wellington’s renowned scenic seashore, this project addresses the growing number of visitors by proposing a comprehensive tourist service center. The facility will include a service center for visitor assistance, locker rooms for secure storage, and an exhibition room showcasing local history. This development aims to enhance the visitor experience by providing essential services and promoting the rich cultural heritage of Wellington. By combining practical amenities with educational exhibits, the project will create a welcoming space that elevates Oriental Bay as a premier destination for both residents and tourists.

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Design Concept

UP

Inspired by origami, the concept of the project was cut and stretched from a single layer of paper, and the space volume was divided and transferred, giving the audience a light feel. The building located on the seashore of Wellington and the sea breeze is more like a breeze blowing up the pages of the book, as the waves sway. The project will serve as an exhibition hall and will remain as a locker room on its lower level.

UP UP DN

DN

Concept Paper Model

Basement Floor Plan Membrane DN

People Around The Building

Interaction Between People And Building

UP

Loop Change 1

First Floor Plan

UP

The Concept Development The concept comes from the thinking of people flow. People on the front of the building could have two choices: First, The can go downstairs into the exhibition area, Second, They can go up into the rest area.

The main function of this building could be found on the -1st floor. Dressing room and washing room satisfy the basic demand of people who spend their holiday on the beach.

Loop Change 2

Loop Change 3

Loop Change 4

DN

Loop Change 5 Viewdeck Second Floor Plan

Loop Change 6

Loop Change 7

Loop Change 8

Loop Change 9

Loop Change 10 Cafe

Loop Change 11

Loop Change 12

Loop Change 13

Loop Change 14

Loop Change 15 DN

Loop Change 16

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Loop Change 17

Loop Change 18

Loop Change 19

Down TO The Beach

Loop Change 20 Third Floor Plan

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+9,000 +5,000 +0,000 -3,000

Viewdeck

+9,000

Cafe

Third Floor People could gain a better view from this floor.

+5,000 +0,000

Exhibition Area Washing Room

Exhibition -3,000 Second Floor People could find a coffee shop on this floor. People could go up through an elevator or stairs.

4ceng plan

Rest Area Transportation First Floor People could go down the stairs and enter the main exhibition area. Here is connected to the dressing room and washing room which provided the main functions in this building.

Platform Transportation

3ceng plan

Basement Floor Through the stairs area, people could go down to the beach directly.

Dressroom Toilet

Mainview

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East

West

Mainentrance

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3D Versatility 05

Project Type: Resident Complex Location: Phoenix, Arizona, USA ork Type: Individual Work Date: 2018 This project envisions housing for 5000 people within the Phoenix Metropolitan area by 2070, addressing the challenges posed by extreme weather conditions. As the climate in Phoenix becomes more severe, residents will need to travel long distances between survival points. The proposal focuses on creating eco-friendly and reliable housing solutions.

The project introduces lifted housing towers strategically consolidated around transport nodes, allowing residents to avoid the valley floor’s harsh conditions. These towers will leverage new, sustainable energy resources and will be designed to support daily routines centered around the highway, ensuring accessibility and resilience against extreme weather. This innovative approach aims to provide safe, efficient, and environmentally conscious living spaces for future Phoenix residents.

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Design Concept

In 2070, the weather in Phoniex will extremely hot. Thus, natural resources, like water, green plants, will be limited. Since that, people need to leave most of the area where they live right now and gather around several survival points. With the development of autonomous cars and the long-distance between survival points, the human will rely more on the highway for daily routine. Plus a new engine for green energy generating less pollution, it is safe to say that it is a great option for humans to resident right nearby highway, especially highway nodes.

Form Design

Type A

+

Type B

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=

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Plan Type B

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Sky Park Sky parks are located on every level where paths connect different buildings. This kind diagonal cuts creates horizontal communications between buildings, the vertical connection between levels, and offer green space for people who work or live here can relax without leaving nodes

Highway Entry The high entries offer the connection between highway and highway nodes.

It will be one of the most important element to sustain daily routine

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From 2015 to 2024