Hannah Van | Architect Portfolio 2023 by Han Van

ARCHITECTURE PORTFOLIO

V A N

N G O C

[ H A N N A H

H A N V A N ]

EXPERIENCE JUNE 2022 - NOW Position - BIM Architect in the Document Development Phase Goal - For training BIM in architects Building Type - American Residental Building with an STANDARDIZATION Vietnam standardization document system HVAC Creteria of design Fire protection – water International Building Code California Building Code

V A N BIM

ABOUT

N G O C

H A N

EDUCATION Bachelor of Architecture August 2018 - April 2023 Ho Chi Minh University of Technology (HCMUT) GPA 7.12/10

ARCHITECT

ACEDEMY

I am a BIM architect, looking for an opportunity to work on tall buildings, which I’m studying and interested in, and planning long-term for my career. CONTACT

2021 2021

COMPETITIONS

SOFTWARE

Email: hannah.archiv@gmail.com Phone: (+84) 357 074 719 Adress: Ho Chi Minh city, VN

COMPETENTLY

Autodesk Revit Arichitect CAN

USE

Autodesk Construction Cloud Autodesk Formit/Forma Autodesk Green Building Studio Autodesk Autocad Adobe Photoshop / Indesign Adobe After Effect

“After rain comes fair weather”

ACHIEVEMENTS

The INSEE Prize 2021 B.I.M Next Generation

Top 20 Third Prize

STUDYING

PROJECT

“Right at the outset, we should be clear that the skyscraper is not an ecological building type. In fact, it is one of the most un-ecological building types. The tall building over and above all built typologies uses a third more (and in some instances much more) energy and material resources to build, operate and eventually, to demolish.” [Ken Yeang, from Richards, 2007, p. 20]

PERSIONAL

VIEW

SUMARY ACADEMY

PROJECTS

THE MELINH ULTRAS TOWER High-rise building with the main function of high-end apartments and condotels. DYNAMIC HOUSE HALL Youth music and dance theatre, with land next to the Hoang Dieu water tower, is valuable historical evidence of the city. SONKIM’S HOUSE Interior design for rental apartment clusters with customer segment criteria, reflecting the spirit of the investor’s brand in the product. COMPETITION

A building that achieves the proposed economic efficiency is always the main goal. When considered from a macro perspective, it optimizes density, saves traffic energy, and the urban area will have many waterproofaspects. Recreate the urban cycle. That is why the journey of Sustainable high-rise buildings become endless and require muchresearch and discovery. It is also one of the important keys tosustainable urbanism.

PROJECTS

DVET XANH - INSEE PRIZE 2021 Opportunity to apply knowledge learned about the environment and sustainable architecture to existing problems in society. Renovating the project with the aim of spreading more concern to the lonely elderly people at the compassionate nursing home B.I.M NEXT GENERATION Research on the relationships between systems in the construction environment workflow to create an effective project in terms of performance, economics, and operating costs capture building information throughout its life cycle. PERSONAL

PROJECT

PLANTERN’S HOME Realising that our Vietnamese traditional lanterns have very special features, expressing the culture of a once bustling craft village. These houses are like lantern artisans’ places to cultivate childhood memories and the generations their ancestors have passed.

“After rain comes fair weather”

RECENTLY ACADEMIC PROJECT

O.COL OFFICE TOWER OUR

CHOICE

OUR

LIFE

OUR

O.COL OFFICE TOWER

CHOICE

OUR

LIFE 5

ANALYSIS

CONCEPT

ĐƯỜNG NGUYỄN ĐỔNG CHI +0.850

G ỜN ĐƯ

+99.000

+67.500

ỄN UY

NG Ơ LƯ

+21.500 +0.850

+32.500

NG BẰ

+43.000 +57.000

+71.000

+25.500

+0.150

+85.000

+99.000

H LIN

UY ỄN

+116.500

ĐẠ I

LỘ

+156.000

ĐƯ ỜN G

UY ỄN

+127.000

VĂ N

+0.000

ĐỔ NG

+99.000

MASTER

PLAN ĐẠI HỌC QUỐC GIA THÀNH PHỐ HỒ CHÍ MINH TRƯỜNG ĐẠI HỌC BÁCH KHOA KHOA KỸ THUẬT XÂY DỰNG BỘ MÔN KIẾN TRÚC

PHU MY HUNG COMPLEX

BẢN VẼ

ĐẠI LỘ NGUYỄN VĂN LINH. PHƯỜNG TÂN PHÚ. QUẬN 7. HỒ CHÍ MINH

CHUYÊN ĐỀ

TỈ LỆ

MẶT BẰNG KIẾN TRÚC TỔNG THỂ THIẾT KẾ HIỆU QUẢ NĂNG LƯỢNG

1 : 500 A2-MB01

ĐIỂM SỐ

GHI CHÚ

ARCHITECTURE 1

DRAWING

3D View 2

C ---

0/ Tầng 24 - Views

1 1 : 200

PHU MY HUNG COMPLEX 5755

3750

THIẾT KẾ HIỆU QUẢ NĂNG LƯỢNG

THS. KTS. PHẠM THANH TRÀ

3035

GIÁO VIÊN HƯỚNG DẪN CHUYÊN ĐỀ

THS. KTS. NGUYỄN THỊ HƯƠNG TRUNG 2800

8030

8140

C 8870

1375

1785

1500 3765

5000

6455

8100

1200

4800 1750

2280

2 6755

6560

6865

CHUYÊN ĐỀ

GIÁO VIÊN HƯỚNG DẪN MÔN HỌC 27

9830

TỈ LỆ

TẦNG 24 VÀ VIEW NHÌN PHỐI CẢNH BÊN TRONG CÔNG TRÌNH

3585

8030

ĐỒ ÁN MÔN HỌC

THIẾT KẾ KIẾN TRÚC CÔNG CỘNG 4 725

BẢN VẼ

1725 ĐẠI LỘ NGUYỄN VĂN LINH. PHƯỜNG TÂN PHÚ. QUẬN 7. HỒ CHÍ MINH

8100

26700

ĐẠI HỌC QUỐC GIA THÀNH PHỐ HỒ CHÍ MINH TRƯỜNG ĐẠI HỌC BÁCH KHOA KHOA KỸ THUẬT XÂY DỰNG BỘ MÔN KIẾN TRÚC

3D View 1

1470

3D TẦNG 6

1200

10255

6750

7590

3180

3750

D 2050 5090

3280

A 1640

8145

8915 4890

C 1200

UP 1200

1850

1200

4800

9000

8100

2100

27300

0/ Tầng 6

1 1 : 200

MẶT DIỆN TỪ HƯỠNG NAM TẦNG 6-15

ĐIỂM

1 : 200 A2-VP08

SINH VIÊN THỰC HIỆN MSSV

NGÀY

VĂN NGỌC HÂN

06/05/2022

1812126

GHI CHÚ

GREEN BUILDING ANALYSIS AND DESIGN

Simulation to know the current situation and evaluate future cases, so the simulation time was chosen as 2030. (a milestone in The 2030 Challenge, from Architecture 2030. Architecture 2030 issued the Challenge. 2030 by 2006, Be carbon neutral by 2030 (do not use greenhouse gas-emitting fossil fuels to operate).

TẦNG 33

0/ Tầng 33 1/ Tầng 32 1/ Tầng 31 1/ Tầng 30 1/ Tầng 29 0/ Tầng 28 1/ Tầng 27 1/ Tầng 26 1/ Tầng 25 0/ Tầng 24 1/ Tầng 23 1/ Tầng 22

99300

1/ Tầng 21 1/ Tầng 20 1/ Tầng 19 1/ Tầng 18 1/ Tầng 17 0/ Tầng 16 1/ Tầng 15 1/ Tầng 14 1/ Tầng 13 1/ Tầng 12 1/ Tầng 11 1/ Tầng 10 1/ Tầng 9 1/ Tầng 8 1/ Tầng 7 0/ Tầng 6

+122.800 +119.000

TẦNG 28

+115.650 +112.150 +108.650 +105.150

TẦNG 24

+101.650 +98.000 +94.500 +91.000 +87.500 +84.000 +80.500 +77.000

TẦNG 16

+73.500 +70.000 +66.500 +63.150 +59.500 +56.000 +52.500 +49.000

TẦNG 6

+45.500 +42.000 +38.650 +35.150 +31.650 +28.000 +23.500

23500

4500 3650 3500 3500 3350 3500 3500 3500 3500 3500 3650 3350 3500 3500 3500 3500 3500 3500 3500 3500 3500 3650 3500 3500 3500 3500 3350 3800

1/ Tầng 34

TẦNG 1

NAM

2 1 : 500

MẶT ĐỨNG CÁC TẦNG KHẢO SÁT NĂNG LƯỢNG TL 1/500

+0.000

1. PHỐI CẢNH THÁP

PHỐI CẢNH PHÂN VÙNG LÀM MÁT

Analytical Spaces

MẶT ĐỨNG CÁC TẦNG KHẢO SÁT NĂNG LƯỢNG TL 1/500

ENERGY

SCHEMETIC

CALCULATION

1. CHIẾU SÁNG, DỰA TRÊN KẾT QUẢ MÔ PHỎNG ÁNH SÁNG BAN NGÀY - DAYLIGHTING 2. THIẾT BỊ CƠ ĐIỆN BÊN TRONG CÔNG TRÌNH HVAC 3. HIỆU QUẢ CHIẾU SÁNG - LIGHT EFFECTING, CÔNG SUẤT CHIẾU SÁNG TRÊN MÔI DIỆN TÍCH ( THEO TIÊU CHUẨN VĂN PHÒNG DƯỚI 10W 4. KẾ HOẠCH THỜI GIAN HOẠT ĐỘNG CHỦ YẾU TRONG CÔNG TRÌNH 5. CHI TIẾT CẤU TẠO TƯỜNG BAO CHE 6.WWR - PHÂN TRĂM DIỆN TÍCH MẶT KÍNH TRÊN MẶT TƯỜNG BAO THEO CÁC HƯỚNG BẮC NAM ĐÔNG TÂY 7. WINDOW SHAEDS - TỈ LỆ CHIỀU CAO CỦA BÓNG RÂM TRÊN CHIỀU CAO TƯỜNG BAO THEO CÁC HƯỚNG BẮC NAM ĐÔNG TÂY 8. WINDOW GLASS - LƯỢNG BỨC XẠ ÁNH SÁNG TỰ NHIÊN VÀ NHIỆT TỪ CỦA KÍNH THEO CÁC HƯỚNG BẮC NAM ĐÔNG TÂY

BẢNG ƯỚC TÍNH CHI PHÍ CHO NĂNG LƯỢNG TIÊU THỤ THEO TỪNG LẠI SÀN TRÊN THÁNG DỰA TRÊN MÔ PHỎNG GIẢI PHÁP ĐỀ XUẤT 1. COST MAX/MEAN/MIN : GIÁ TIỀN CHO NĂNG LƯỢNG TIÊU HAO TRÊN 1 MÉT VUÔNG SÀN TRÊN 1 NĂM ĐƠN VỊ ĐỒNG DOLLA 2. ARCH 2030: GIÁ TIỀN CHO NĂNG LƯỢNG TIÊU HAO TRONG MỤC TIÊU Ở NĂM 2030 TRÊN 1 MÉT VUÔNG SÀN TRÊN 1 NĂM ĐƠN VỊ ĐỒNG DOLLA 3. ASHRAE 90.1: GIÁ TIỀN CHO NĂNG LƯỢNG TIÊU HAO KHI ÁP DỤNG CÁC TIÊU CHUẨN ASHRAE TRÊN 1 MÉT VUÔNG SÀN TRÊN 1 NĂM ĐƠN VỊ ĐỒNG DOLLA

ĐẠI HỌC QUỐC GIA THÀNH PHỐ HỒ CHÍ MINH TRƯỜNG ĐẠI HỌC BÁCH KHOA KHOA KỸ THUẬT XÂY DỰNG BỘ MÔN KIẾN TRÚC

1. CHIẾU SÁNG, DỰA TRÊN KẾT QUẢ MÔ PHỎNG ÁNH SÁNG BAN NGÀY - DAYLIGHTING DAYLIGHTING OCCUPANCY CONTROLS

2. THIẾT BỊ CƠ ĐIỆN BÊN TRONG CÔNG TRÌNH - HVAC ASHRAE PACKAGE TERMINAL HEAT PUMP

3. HIỆU QUẢ CHIẾU SÁNG - LIGHT EFFECTING, CÔNG SUẤT CHIẾU SÁNG TRÊN MÔI DIỆN TÍCH ( THEO TIÊU CHUẨN VĂN PHÒNG DƯỚI 10W)

PHU MY HUNG COMPLEX

BẢN VẼ

ĐẠI LỘ NGUYỄN VĂN LINH. PHƯỜNG TÂN PHÚ. QUẬN 7. HỒ CHÍ MINH

CHUYÊN ĐỀ

ĐỒ ÁN MÔN HỌC

GIÁO VIÊN HƯỚNG DẪN MÔN HỌC

GIÁO VIÊN HƯỚNG DẪN CHUYÊN ĐỀ

SINH VIÊN THỰC HIỆN MSSV

NGÀY

THIẾT KẾ KIẾN TRÚC CÔNG CỘNG 4

THS. KTS. NGUYỄN THỊ HƯƠNG TRUNG

THS. KTS. PHẠM THANH TRÀ

VĂN NGỌC HÂN

06/05/2022

TỈ LỆ

ĐIỂM SỐ

KẾT XUẤT BÁO CÁO MÔ PHỎNG NĂNG LƯỢNG GIẢI PHÁP- 01 THIẾT KẾ HIỆU QUẢ NĂNG LƯỢNG

A2-B1 1812126

GHI CHÚ

DESIGN

PROCESS

11 {3D}

Cooling for the building, comfort assessment. Determine the desired natural wind catchment area to suit the designer, as well as conform to the design standards.

EXPERENCE WORKING

BIM ARCHITECT IN

GREENMEP

CONSULTANT

MODELLING IN REVIT

REC BUILDING

ARCHITECTURE DRAWINGS DD PHASE A0 A1 A2 A3 A4 A5 A6 A7 A8 A9 G0 G1 G2

A001 A1(0X) A2(0X) A3(0X) A4(0X) A5(0X) A6(0X) A6(1X) A7(0X) A8(0X) A9(0X) G0(0X) G101 G2(X)

SITE PLAN LEVEL X OVERALL FLOOR PLAN EXTERIOR ELEVATION SOUTH(NORTH) & EAST(WEST) BUILDING SECTION ENLARGED ELEVATORS #N & STAIR #1 PLANS & SECTIONS UNIT PLANS - TYPE N(X) DOOR SCHEDULE STOREFRONT ELEVATIONS DETAIL VIEWS DETAIL VIEWS DETAIL VIEWS PROJECT INFORMATION & BUILDING NOTES AVERAGE GRADE PLANE AREAS FLOOR PLANS

https://www.greenmep.com/

KEYNOTES 9.21

TUB: 32" X 60" WITH SLIP-RESISTANT FLOOR & FULL-HEIGHT TILE SURROUND. SEE DETAIL 9/A800. OPEN LINEN SHELVES: 4 ADJUSTABLE MDF SHELVES 42" HIGH STARTING AT 34" A.F.F.; MAXIMUM 24" DEEP 5/8" FRAMING OFFSET TO FLUSH OUT WALL FINISH TRANSITION FROM 2HR TO 1HR. VINYL FLOOR OVER ACOUSTICAL UNDERLAYMENT. SEE DETAIL 17/A800 SINGLE METAL CHROME CLOTHING ROD WITH CHROME BRACKETS AND 16" DEEP MDF SHELF MOUNTED AT 68" A.F.F. DOUBLE METAL CHROME CLOTHING ROD WITH CHROME BRACKETS AND 16" DEEP MDF SHELVES MOUNTED AT 80" & 40" A.F.F. LINEN CABINET W/ FACE FRAME IN SAME FINISH AS CABINETRY AND 4 MDF ADJUSTABLE SHELVES ELECTRICAL PANEL IN 2X6 WALL, WITH WHITE FACE PANEL, MOUNTED WITH ALL OPERABLE PARTS WITHIN 15" AND 48" A.F.F. PLASTIC RECESSED MEDIA PANEL STACKED WASHER/DRYER: PROVIDE SEPARATE RECESSED WALL BOXES FOR WASTE AND SUPPLY. SEE DETAIL 15/A800 & 12/A804. DROPPED DRYWALL DUCT SOFFIT - TYPICAL HEIGHT: 8'-0" A.F.F., U.N.O. SEE DETAIL 16/A800

9.35 9.81 9.83 SC/DS

SC/DS

OVERALL FLOOR PLANS

9.84 9.85 9.86 9.87 9.88 9.89

ENLARGE UNIT PLANS

9.90 1'-0"

2'-0"

1'-0"

CO SD

9.90

WALL TYPE LEGEND FIRE RATING 0 NON RATED 1 ONE HOUR RATED 2 TWO HOUR RATED 3 THREE HOUR RATED 4 FOUR HOUR RATED

2-HOUR FIRE BARRIER

3-HOUR FIRE WALL CONCRETE WALL #

CMU WALL

WOOD STUD PARTITION (1-HOUR OR NON-RATED AS INDICATED ON PLANS)

UNIT A1.1 - RCP 0

UNIT A1 - RCP

SCALE: 1/4" 1'-0"

UNITS GENERAL NOTES

5 1/2"

28'-0 1/2"

AT ALL UNIT ENTRY DOORS PROVIDE MINIMUM 24" INSIDE LEVEL AREA AT EXTERIOR DOORS AND MINIMUM 18" WIDE LEVEL AREA AT INTERIOR DOORS PAST THE STRIKE SIDE OF THE DOOR. PROVIDE A 12" MINIMUM LEVEL AREA PAST THE DOOR ON THE PUSH SIDE OF THE DOORS WITH A CLOSER AND A LATCH. SEE DETAIL 1/A801. AT INTERIOR DOORS PROVIDE AN 18" WIDE LEVEL AREA PAST THE STRIKE SIDE OF DOOR. SEE DETAIL 2/A801. 3. FOR DOOR TYPES SEEE SHEET A601. 4. PROVIDE 1-HR PROTECTION AT ALL LIGHT, DUCT & SIMILAR PENETRATIONS INTO 1-HR CEILING. SEE DETAILS 18 & 19/A720. 5. ENERGY STAR EXHAUST FAN WITH HUMIDISTAT TO BE CAPABLE OF 5 AIR CHANGES/HR DIRECTED TO THE OUTSIDE. VERIFY MECH., ELECTRICAL & ACOUSTICAL REQUIREMENTS. 6. FOR WINDOW TYPES SEE BUILDING PLANS AND SCHEDULE ON SHEET A602. 7. FOR TYPICAL ACCOUSTICAL REQUIRMENTS SEE NOTES AND DETAILS ON SHEET A802. 8. PLAN DIMENSIONS ARE TO FACE OF STUD & COLUMN CENTERLINE, UNLESS NOTED OTHERWISE. DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES. 9. SEE 15/A800 FOR WASH BOX DETAIL. 10. SEE DETAIL 20/A720 FOR FIRE RATED TRAP. 1.

28'-5 1/2"

28'-11 1/2" 5 1/2"

DETAIL NUMBER ON REFERENCED SHEET

WOOD STUD PARTITION (1-HOUR OR NON-RATED AS INDICATED ON PLANS)

SCALE: 1/4" 1'-0"

WALL MATERIAL W WOOD STUD - SEE A710 S STEEL STUD - SEE A717 M CMU - SEE 5/A712 C CONCRETE - SEE 5/A712 FW FIRE WALL - SEE A716

5 1/2"

27'-6 1/2"

2. 1"

15'-8"

5 1/2"

11'-4 1/2"

2 W14

SC/DS

1'-5" BALCONY 2 W14

BEDROOM

5 1/2"

12'-0"

5 1/2"

BEDROOM

9.81

6'-6"

4'-5"

3 1/2"

SMOKE DETECTOR. HARDWIRE W/ BATTERY BACKUP, REFER TO ELECTRICAL DRAWINGS.

9.21

ENERGY STAR EXHAUST FAN / LIGHT COMBO. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE FO THE BUILDING. FANS, NOT FUNCTION AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

9.35 3 1/2" 3'-9"

3 1/2"

1'-7 1/2"

3 1/2"

9'-10"

3'-7"

BATH TYPE 2A 1/A554

R3 NR

1 W6 5 1/2"

DOWNLIGHT, REFER TO ELECTRICAL DWGS WALL MOUNTED LIGHT, REFER TO ELECTRICAL DWGS PENDANT LIGHT, REFER TO ELECTRICAL DWGS

5 1/2" 3"

11"

R1 20 MIN

3 1/2"

27'-10"

10'-11 1/2"

3 1/2"

7'-4"

3 1/2"

28'-2"

Name

Count

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

UNIT PLAN SUMMARY (FAR SF)

UNIT PLAN SUMMARY (FAR SF) Name

Area

Count

U I

Area

KEYPLAN W-A1

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

3 1/2"

10'-4 1/2" 5 1/2" 5'-7 1/2" 4'-6 1/2" 3 1/2"

1" 5'-1 1/2"

MATCHLINE SEE 1/A140S

MATCHLINE SEE 1/A140N

3 1/2"

8'-6"

3 1/2"

3 1/2" 6" 7'-1"

4'-0"

3 1/2" 3 1/2" 8'-5" 1" 7'-5"

3'-4" 9'-7 1/2"

7'-0 1/2"

7'-5 1/2" 8'-0 1/2"

5'-0 5/16" 5'-4"

5 1/2"

3'-4 1/2"

2'-7 1/2"

3'-5 1/2"

6'-3 1/2" 1"

4'-7"

5 1/2" 5 1/2" 3 1/2" 4'-4 3/16" 4'-4 1/2" 6"

3 1/2"

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

4'-4 1/2"

4'-0 1/2"

3 1/2" 1" 3 1/2"

5 1/2"

6'-10"

5 1/2" 3 1/2" 3 1/2" 5 1/2" 4'-4 1/2" 4'-6 1/2" 4'-6 1/2"

4'-0" 4'-0"

5'-1"

10'-7 13/16"

4'-6 1/2" 5'-9 1/2"

3'-9 1/2"

4'-10 3/16"

3 1/2"

1'-10" 5 1/2"

10'-5" 3 1/2"

3 1/2"

8'-3 7/8"

14'-2 5/16"

3 1/2"

6'-9 13/16"

3'-8" 5 1/2"

6'-2 1/2" W-A1e 444 5/A523

W-A1e 442 5/A523

W-S1b 446 3/A521

W-S1b 448 3/A521

W-B2 450 1/A529

3 1/2" 5'-6 1/4" 5'-1 1/4" 5 1/2"

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

46'-5"

5 1/2"

5 1/2" 4'-10 27/32" 4'-0 5/32"

25'-8 27/32"

5'-5 1/2"

5'-9 1/2"

5'-6"

6'-10"

11'-4 1/2" 5'-11 1/2" 6'-4 1/2" 10'-11"

5'-9 1/2"

6'-10" 5'-6 1/2"

38'-10 1/2"

2'-10"

5 1/2" 5 1/2"

5 1/2"

3 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 7'-11 7/8"

6" 9/1

5 1/2"

7'-11 1/2"

2'-11 1/2"

403'-5 1/4"

STAIR ST 4.4 4/A406 TRASH 471 4/A422

3 1/2" 10'-0" 4'-5" 1" 1'-7 1/2"

5 1/2" 5 1/2" 7'-3 1/2"

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

2 _______ A301 1 _______ A355

1 _______ A360 1 _______ A359

C.1

C.5 D.2

3 _______ A355

1 A205

1 A202 1 _______ A301

3'-9" 5'-11"

5 1/2"

W-A7 458 1/A527 5 1/2"

5'-9 1/4" 4'-6 1/2"

3'-0

5 1/2" 9'-6"

W-S1a 456 1/A521

5 1/2"

5/3 2"

3 1/2"

W-S1a 454 1/A521

3 1/2"

0" 4'0" 4'-

3'-2

W-B5 457 3/A530

COURTYARD #3 473 2/A457

5 1/2" 5'-7 1/2" 5'-9 3/16" 14'-0"

5 1/2"

4'-8 1/16"

5 1/2" 18'-5"

1'-7 13/16"

2'-8"

5 1/2"

5 1/2" 3 1/2"

5 1/2" 5 1/2"

11'-4" 3'-11 15/16"

3'-6 1/2" 2'-11 11/16"

W-B1 436 1/A528

5 1/2"

3'-6 1/2" 1'-11 5/32"

3 1/2" 3 1/2" 4" 6'-8 1/2" 1" 7'-7 1/2" 10'-3 21/32"

4'-4" 6'-11 1/2"

5 1/2" 6'-0 1/2" 4'-9 1/2" 2'-8 11/32"

5 1/2" 2'-8" 5 1/2" 18'-5"

W-B1 435 1/A528

2'-11" 5 1/2"

3 1/2" 3 1/2" 5 1/2" 6'-6" 1" 6'-7" 4'-7"

8 /32 '-0 2 1/3 " 2 3'-1 "

6" 9/1

/2" 51

3'-0

/2" 6" 5 1 9/1

5 1/2"

COURTYARD #2 472 1/A457

3'-1"

24'-0" 5 1/2"

2'-8 7/16" 5 1/2"

3'-3 1/8"

23'-10 1/2"

5 1/2"

27'-2 13/16"

5 1/2" 10'-10 1/16"

3'-0

1" 2'-11 27/32"

3 1/2" 29'-0 13/16" 5 1/2"

STAIR ST 2.4 4/A403

4'-9 1/16"

13'-9"

17/32"

W-S3 427 1/A522

W-A3d 455 3/A525

7 1/2" 4'-10"

" 7/3 3/4 3'-2 7'-1 6" 1/1

12'-9"

3 1/2" 3 1/2" 7'-3" 1" 8'-10"

W-A6 426 5/A526

W-A1a 452 1/A523

IDF 463

W-A3e 445 5/A525

3'-3

5'-6 7/32"

3 1/2" 3 1/2" 5'-9" 1" 8'-1"

COURTYARD #1 BELOW

W-A5 401 3/A526

/2"

W-S1b 402 3/A521

9 1/2"

3 1/2"

9/1

/32

3 1/2"

W-A1b 443 3/A523

4'-8 1/4"

3'-0

9'-6 15/16" 6"

23'-0"

3 1/2"

W-A3b 434 5/A524

6'-2

4'-2 1/16"

3'-11 5/8"

/32

W-S1b 403 3/A521

" 19 1/4 3'-0 7'-1 6"

/16

A466

5 1/2" 4'-10 7/8" 11'-3"

6'-6"

W-A3c 441 1/A525

W-A3d 433 3/A525

3/1

7/1

W-B4 404 1/A530

W-A3e 431 5/A525

1'-1 1/2" 4'-9 1/2" 4'-0" 4'-0"

W-A3d 425 3/A525 3'-1

5 1/2"

2'-7

3 1/2" 3 1/2" 1" 12'-4 5/32"

W-A1c 429 3/A523

4'-0" 4'-0"

W-S2 405 5/A521

5 1/2"

STR 462

1'-11 1/2"

W-A1e 440 5/A523

W-A1e 438 5/A523

STR 461

3'-5

5 4'-3 '-7 3 3/1 1/32 6" "

1'-1" 4'-9"

OPEN TO BELOW

3/4

/2"

STAIR ST 3.4 5/A404

W-S1b 432 3/A521

CORRIDOR 477

7'-7 1/4"

OPEN TO BELOW

3'-6

1 _______ A301

W-S1b 430 3/A521

W-S1b 428 3/A521

W-A3e 421 5/A525

10'-7 1/2"

3 1/2"

5'-1 1/2"

10'-10 3/4" 3 1/2"

W-A8 407 3/A527

3'-11 3/4"

TRASH 470 4/A421

W-S4 406 3/A522

2 A202 1 A204

W-S1b 424 3/A521

JANITOR 475

6'-3"

FAU 467 STORAGE 466

STORAGE 465

IDF 460

W-A4 408 1/A526

3'-6

D.2

3 1/2" 3 1/2"

3 _______ A354

7'-4 3/4"

1 _______ A360 OVERALL

C.5

1 _______ A361

119'-3 1/2"

C.1

W-S1b 422 3/A521

W-A1g 420 5/A522

16'-5"

W-A1e 418 5/A523

7'-4 1/8" 7'-11 7/8" 7'-4 1/8" 5'-6 7/8" 8'-10" 5'-8 7/8" 6'-9 1/4"

W-A1e 416 5/A523

17'-3"

5 1/2" 8'-2"

W-A1e 414 5/A523

4'-7 1/4"

STAIR ST 1.4 4/A401

W-S1b 412 3/A521

W-B7 410 3/A531

3 1/2"

2 _______ A301

2'-9 1/2"

2'-11" 7"

4'-0"

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

5'-8" 4'-6"

403'-5 1/4" OVERALL

3 1/2" 3 1/2" 3 1/2" 3 1/2" 4'-7 3/4" 2'-4 1/4" 1" 6" 5 1/2"

3'-7" 5'-0" 5'-2"

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

OVERALL

2'-9"

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

119'-3 1/2"

4'-3"

4'-9 1/2"

1 _______ A351

1/2"

5'-9" 5 1/2"

3 _______ A306

3 1/2"

8'-2"

3 _______ A351

7'-6 1/2"

3'-8 1/4"

3 1/2"

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

2 A201

11'-4 1/2"

3 1/2" 11'-6"

5 1/2"

4 _______ A306

4'-3"

3'-6 1/2"

4'-0"

1 _______ A354

W-A1.1

4'-11 3/4"

6'-8 1/2" 8'-0 1/2" 5 1/2" 5 1/2"

5'-9 1/2"

OVERALL

1 A202N 3 _______ A359

4 _______ A306

3 _______ A356

1 A201

1 A202S

1 _______ A357

1 _______ A356

1 _______ A353

3 _______ A306

3 _______ A357

LEVEL 4 - OVERALL PLAN SCALE: 1/16" 1'-0" 0 4 8

dSBX_R22.rvt

16 FLOOR PLAN GENERAL NOTES

C W

UNIT A1

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

J BOX FOR CEILING FANS, REFER TO ELECTRICAL DWGS.

5 1/2"

27'-5"

28'-5"

UNIT A1.1

1 B

J BOX FOR PENDANT LIGHTS, REFER TO ELECTRICAL DWGS.

1 W3 3'-3"

C 1 S L

COMBINATION CO2 & SMOKE DETECTOR. HARDWIRE W/ BATTERY BACKUP, REFER TO ELECTRICAL DRAWINGS.

CO SD

3 1/2"

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

9.87

HVAC ACCESS PANEL MATCHING ADJACENT CEILING COLOR. SEE 12/A731 FOR DETAILS. REFER TO MECHANICAL DRAWINGS

5'-9 1/2"

5 1/2" 3'-2" 2'-0" 5 1/2"

9.84

9.86

3 1/2"

24'-5"

5 1/2"

9.85

W.I.C

9.85

4'-8" 3 1/2"

3 _______ A358

6'-11"

R12 NR

3 1/2"

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

11'-4 1/2"

9.84

R6 NR

KITCHEN TYPE 1A 1/A541

1 W3

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

W/D

2'-1"

Autodesk Docs://2207020 1910 N Broadway - Walnut Creek/1910_N_Broadway_Walnut_Creek_Arch_R22.rvt

13/09/2023 11:13:01

1 W6

1 _______ A358

5 1/2"

DINING

5'-5" BATH TYPE 2A 1/A554

2 W18 R1 20 MIN 1'-9 1/2" 2'-10 1/2"

R4 NR

R2 NR 9.89

3 1/2" 3 1/2" 1'-7 1/2" R3 NR

P 0

60" DIA. ACCESSIBLE MANEUVERING CLEARANCE

1 W6

9.87

9'-10"

4'-4"

3 1/2"

23'-0 1/2"

3 1/2" 9.21

R12 NR

3'-7"

3 1/2"

KITCHEN TYPE 1A 1/A541

17/32" 2'-11"

9.84

9.88

DINING

2'-0 7/32"

9.85

9.86

30'-0"

W.I.C

9.85

2'-0" 5 1/2" 3 1/2"

9.84

LIVING

3 1/2"

R4 NR

28'-10"

R6 NR

W/D

5'-9 1/2"

5 1/2"

R4 NR

9.89

3'-2"

29'-1" 23'-1 1/2"

30'-0"

LIVING

30" x 48" ACCESSIBLE MANEUVERING CLEARANCE

9.83 9.87

9.83

UNIT PLAN LEGEND

1 W4 6'-8"

1 W4

5 1/2"

6'-6"

5 1/2"

2 W14

1 W2

2 W14

5 1/2"

BALCONY

15'-3"

5 1/2"

3'-0"

SC/DS

1 W2

5 1/2"

2 W14

5'-0 1/2"

11'-8 1/2" 6'-2 1/2"

3'-10 1/2"

5'-6"

12'-3"

11'-11"

WALKING SURFACE LEGEND

WALL TYPE LEGEND

FIRE LEGEND

OVERALL FLOOR PLANS NET AREA PLAN

G2 stamp

OCCUPANCY LOAD - P1 TO 2ND 3B-C 969 SF

3B-C 428 SF

TYPE

3B-C 625 SF

3B-C 428 SF

3B-C 25 SF

3B-C 428 SF

3B-C 49 SF

3B-C 428 SF

3B-C 622 SF

3B-C 1,054 SF

3B-C 1,070 SF

3B-C 1,056 SF

3B-C 1,070 SF

3B-C 1,484 SF

3B-C 1,070 SF

3B-C 1,047 SF

3B-C 1,346 SF

3B-C 215 SF

3B-C 1,048 SF

3B-C 891 SF

3B-C 694 SF

3B-C 1,057 SF

3B-C 694 SF

3B-C 505 SF 3B-C 694 SF

3B-C 696 SF

TRASH 566 SF

3B-C 49 SF 3B-C 25 SF

B11. JR 891 SF

MOVE IN 514 SF

3B-C 891 SF

COMM. TRASH 1,160 SF

3B-C 891 SF

COMM. LOADING 1,093 SF

3B-C 910 SF

COMM. LOADING 2,724 SF

CORRIDOR 1,674 SF

COMMERCIAL 18,047 SF

3B-C 303 SF

COMM. TRASH 947 SF

3B-C 888 SF

CORRIDOR 909 SF 3B-C 319 SF 3B-C 1,985 SF

3B-C 792 SF

3B-C 696 SF 3B-C 110,782 SF

3B-C 681 SF

3B-C 77,699 SF

3B-C 6,814 SF

3B-C 885 SF

3B-C 1,285 SF

3B-C 2,159 SF

3B-C 12,154 SF 3B-C 791 SF

3B-C 1,018 SF

3B-C 3,685 SF

3B-C 945 SF

3B-C 694 SF

3B-C 2,436 SF

3B-C 644 SF

3B-C 505 SF

3B-C 153 SF

3B-C 1,014 SF

3B-C 687 SF 3B-C 536 SF

3B-C 686 SF

3B-C 1,312 SF

3B-C 24 SF

3B-C 1,069 SF 3B-C 1,070 SF

3B-C 47 SF

3B-C 1,070 SF 3B-C 1,070 SF

3B-C 539 SF 3B-C 3,271 SF

3B-C 891 SF

3B-C 313 SF

3B-C 891 SF

3B-C 24 SF

0 SF 0 SF

FACTOR

OCC. LOAD 0 0

0 SF

0 SF 0 SF 0 SF 0 SF 0 SF

0 0 0 0 0

0 SF 0 SF

0 0

architect

consultant

0 0 0

3B-C 17902 SF B11. JR 891 SF COMM. 3817 SF LOADING COMM. 2107 SF TRASH CORRIDOR 2582 SF MOVE IN 514 SF TRASH 566 SF 220809 V13B-C 94906 SF 220809 V1COMMERCIA 18047 SF L Level 01141332 SF

0 0 0

3B-C B11. JR COMM. TRASH MOVE IN TRASH 220809 V1 3B-C 220809 V1COMMERCIA L Level 02

0 0 0 0 0 0 0

19432 SF 891 SF 1160 SF

0 0 0

514 SF 567 SF 102864 SF 18414 SF

0 0 0 0

143841 SF

3B-C 3B-C

36365 SF 121756 SF 158121 SF

0 0 0

3B-C 220809 V13B-C Level 04

109202 SF 2380 SF 111583 SF

0 0 0

3B-C 220809 V13B-C Level 05

109100 SF 2380 SF 111481 SF

0 0 0

3B-C 220809 V13B-C Level 06

108135 SF 2380 SF 110516 SF

0 0 0

3B-C 220809 V13B-C Level 07

107203 SF 2356 SF 109560 SF

0 0 0

3B-C 220809 V13B-C Level 08 TOTAL

93588 SF 2380 SF 95968 SF 1148497 SF

0 0 0 0

220809 V1 Level 03

3B-C 891 SF

project director

project architect revisions no.

Level 03

SCALE: 1" 40'-0"

G202.1

3B-C 25 SF

B11. JR 891 SF

MOVE IN 514 SF 3B-C 382 SF

3B-C 168 SF

3B-C 148 SF

3B-C 1,164 SF

3B-C 891 SF 3B-C 1,045 SF

revi

project status

Project Status 02/22/23

3B-C 1,346 SF

client / project

3B-C 884 SF

COMMERCIAL 18,414 SF

date

G202.1

TRASH 567 SF

3B-C 49 SF

COMM. TRASH 1,160 SF

Level 01

SCALE: 1" 40'-0"

220702

project number

project designer

3B-C 891 SF

3B-C 47 SF

AREA

3B-C 5541 SF 220809 V1 PARKING 160556 SF Level P1166097 SF

3B-C 1,014 SF

3B-C 549 SF

NAME

3B-C COMM. LOADING COMM. TRASH CORRIDOR 220809 V13B-C 220809 V1PARKING 220809 V1Res. Lobby 220809 V1RESIDENTIA L 220809 V1RETAIL Not Placed

3B-C 975 SF

3B-C 936 SF

3B-C 975 SF

3B-C 726 SF 3B-C 84,516 SF

3B-C 4,300 SF

3B-C 141 SF

PARKING 160,556 SF

3B-C 13,138 SF 3B-C 791 SF

SDSU, MIS VALLEY

Autodesk Docs://2207024 AVB Mission Valley SDSU/AVB Mission Valley SDSU_Arch_R22.rvt

3/1/2023 4:24:26 PM

3B-C 880 SF

3B-C 709 SF

3B-C 1,014 SF

3B-C 888 SF

Avalon Bay San Diego, CA

3B-C 1,680 SF

3B-C 519 SF

3B-C 3,275 SF

3B-C 1,387 SF 3B-C 1,045 SF

3B-C 528 SF

3B-C 891 SF

3B-C 24 SF

sheet name

3B-C 112 SF

3B-C 179 SF

BLDG CODE ANALYSIS EGRESS ANA

3B-C 126 SF

3B-C 891 SF

3B-C 47 SF

3B-C 1,045 SF

sheet number

Level 02 SCALE: 1" 40'-0"

3 G202.1

Level P1 SCALE: 1" 40'-0"

G202

1 G202.1 plot date

3/1/2023 4:24

ENLARGED ELEVATION & SECTION BUILDING ELEVATION ENLARGED STAIR & SECTION

KEYNOTES

11'-6 1/2"

9'-9 1/2"

5 1/2"

10'-1"

5'-3 1/2"

2 W17 1 W2

5 1/2"

3 5/8"

5'-11 1/2"

1'-9" 4"

TYP

4 4.1 10"

3 1/2"

3 1/2" 3'-6" 11 1/16"

6'-1"

1'-10"

STAIRS & ELEV. GENERAL NOTES

1'-4"

8'-0 1/2"

11'-0 3/4"

TYP

TOP OF CONCRETE

A782

5 1/2" 4'-5"

DOOR, VERIFY WITH ELEVATOR MANUFACTURE 3'-6" 11 1/16"1'-2"

3-HOUR FIRE BARRIER 3-HOUR LOAD BEARING WALL

# CMU WALL STEEL STUD PARTITION (FIRE RATING AS INDICATED ON PLANS)

4'-0 1/2"

2'-0 1/2"

1'-10"

1'-4"

D.1

LEVEL 2

D.2

5'-0"

5 1/2"

2 W17 5 1/2"

3'-5"

3 1/2"

ROOM IDENTIFICATION SYMBOL

D.2

ROOM # 1/A501

2 C5

3.17 3.15 8.2

2 C5 8"

8'-0 1/2"

5 1/2"

10"

VERIFY WITH MANUF.

6'-11"

SCALE: 1/4" = 1'-0" 2

LEVEL 5 - ELEVATOR #1

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

KEY BOX / KNOX BOX

CLASS I STANDPIPE SMOKE DETECTOR

D.6

WATER CURTAIN, REFERENCE TO 4/A713 AREA DRAIN INSTALLED FLUSH TO FLOOR. SLOPE FLOOR MAXIMUM 1.8% TO DRAIN

1'-4"

VERIFY WITH MANUF.

20'-3"

17'-8"

LEVEL 1 - ELEVATOR #1

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

FIRE LEGEND

EXIT SIGN PROVIDE ONE FIRE EXTINGUISHER CABINET AT MIN. 75' FOR EVERY OCCUPANT. SEE DETAIL

AD 7'-11"

4.1

ELEVATOR #1- SECTION 0

ROOM OR UNIT NUMBER ENLARGED PLAN REFERENCE

FEC

4'-4 15/16"

2 M5

3.17 6'-11"

DOOR, VERIFY WITH ELEVATOR MANUFACTURE 3'-6" 9 1/16"1'-2"

A.D.

ROOM NAME OR UNIT TYPE

D.3

10'-8"

1'-2" 8'-8"

10'-8"

D.6

VERIFY WITH MANUF.

DOOR, VERIFY WITH ELEVATOR MANUFACTURE 3'-6" 11 1/16" 3 1/2"

3.15

2 W17

LEVEL 1

(+51.00') 0'-0"

(+50.70') -0'-3 1/2"

SF 100.5

3.35

10"

(+52.18') 1'-2 1/4"

LOWEST GRADE POINT

D.3

10"

2 W18

AVERAGE GRADE PLANE

TOP OF CONCRETE

510.5

9'-5"

1'-6 3/4"

5 1/2"

TYP

3.35

EL 1.5

2 C5

4'-2 15/16"

9'-9 1/2"

A782

2 W18

6'-7 3/4"

12'-6 1/2"

TYP

TOP OF CONCRETE

8 _____

VERIFY WITH MANUF.

Autodesk Docs://2107040 12850 Crenshaw Blvd SBX/12850CrenshawBlvdSBX_R22.rvt

3.17

DETAIL NUMBER ON REFERENCED SHEET

D.1

(+63.53') 12'-6 1/2"

2 W18

WALL MATERIAL S = STEEL STUD SEE A717 M = CMU SEE 5/A712 C = CONCRETE SEE 5/A712 W = WOOD STUD SEE A710 FW = FIRE WALL SEE A716

ROOM SYMBOL LEGEND

VERIFY WITH MANUF.

A782

WOOD STUD PARTITION (FIRE RATING AS INDICATED ON PLANS)

17'-8" 6'-11"

10"

2'-1"5 1/2"

CONCRETE WALL

SCALE: 1/4" = 1'-0" 2

FIRE RATING 0 = NON RATED 1 = ONE HOUR RATED 2 = TWO HOUR RATED 3 = THREE HOUR RATED

2-HOUR FIRE BARRIER 2-HOUR LOAD BEARING WALL

1'-4" 7'-11"

4.1 8" 1'-1"

WALL TYPE LEGEND D.6

8.2 8"

LEVEL 2 - ELEVATOR #1

6 0

6'-11"

3.15

6'-11"

4.1

20'-3" 8"

2 C5

2 M5

10"

VERIFY WITH MANUF. 20'-11 7/8"

5 1/2" 3'-0 1/2"

3.17 2 C5

3.1

PROVIDE STAIRWAY ILLUMINATION MIN. 1 FOOT CANDLE AT TREAD RUNS. PROVIDE DRYWALL CONTROL JOINTS AT FLOOR LINE (TYP.). PLAN DIMENSIONS ARE TO FACE OF STUD & COLUMN CENTERLINE U.N.O. DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES. REFER TO INTERIOR DESIGN DRAWINGS FOR STAIR AND ELEVATOR FINISHES

2. 3.

5'-0 15/16"

8.5 2 S9

3 5/8" 3'-0 1/4"

VERIFY WITH MANUF. 20'-3"

D.3

10'-8"

EL1.2

5 1/2"

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

263.1

2 C5

E 8"

D.2

3.17

1'-2" 10'-8"

5 1/2" 10"

D.6

3.17 6'-11"

LEVEL 6 TO 8 - ELEVATOR #1 TYP

TYP

6 6'-11"

A.D.

1'-8 3/4"

4'-2 15/16" 3'-5"

LEVEL 3

3.1 3 5/8" 3'-0 1/4"

3.35

(+74.58') 23'-7"

A782

1'-6 1/2"

2 S5

5 1/2" 3.15 5 1/2"

6'-5 3/4"

3 1/2" 11 1/16" 3'-6"

DOOR, VERIFY WITH ELEVATOR MANUFACTURE

EL1.6

A782

8 _____

7'-8 1/2"

2 C5

D.3

9'-5"

8" 5 1/2" 9'-9 1/2"

610.5

5 1/2"

10'-9 1/2"

TYP

A782

TOP OF CONCRETE

A782

3.35

6'-7 3/4"

9'-11 1/2"

TOP OF FLYWOOD

LEVEL 4

(+85.37') 34'-4 1/2"

TYP

8 _____

20'-11 7/8"

5 1/2"

D.2

TYP

D.6 E

6'-11"

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

6'-11"

10"

8.2

LEVEL 3 - ELEVATOR #1

20'-3" 8"

3'-0 1/4"

D.3

VERIFY WITH MANUF. 20'-11 7/8"

5 1/2" 3'-0 1/2"

DOOR, VERIFY WITH ELEVATOR MANUFACTURE 3'-6" 11 1/16" 1'-2"

2 M5

3.17 2 C5

4.1

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

LEVEL 5

8.5

2 C5

1'-10" 5 1/2"

ROOF LEVEL - ELEVATOR #1 2

D.6

901.1

6'-11"

EL1.2 364.6

5 1/2"

3'-3"

3.35

2 S5

10'-8"

1'-4"

2 C5

10'-8"

7'-11"

VERIFY WITH MENUF. 2 C5

D.3

ELEV. RM 901

4 6

1'-2"

5.11

VERIFY WITH MANUF. 11'-6 1/2"

8.17

5 1/2"

6'-11"

6'-5 3/4"

2'-3" 5 1/2"

2 W17

5 1/2"

8'-0 1/2"

20'-11 7/8"

3.17

A782

3'-0 1/4" 10"

TYP

A782

VERIFY WITH MANUF.

A782 7 _____

6'-11"

4.1 3 5/8"

6'-10 1/2"

1 W2

(+95.45') 44'-5 1/2"

A782

8.5

3 1/2"

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

5 1/2"

17'-2"

1'-6 3/4"

5 1/2" 17'-2" 97'-2 1/2"

TOP OF FLYWOOD

TYP

TOTAL TRAVEL DISTANCE VERIFY WITH ELEVATOR MANUFACTURE

A782

7.12

5 1/2"

2.2

3'-5"

LEVEL 4 - ELEVATOR #1

8 0

6'-11"

1 W2

(+105.53') 54'-6 1/2"

A782

7 _____

5 1/2"

3.15

TYP

8.5

3.17

5 1/2"

3'-3"

LEVEL 6

A782

5.19 5.21 7.12 8.2

4'-2 15/16"

6'-11"

11'-6 1/2"

2 W17

2.2 TYP

5.10 5.11

10"

5 1/2"

7'-1 1/2"

10'-1"

A782

TOP OF FLYWOOD

7 _____

8.5

2 W17

3.35 3.50 5.1

VERIDY WITH MENUF. 20'-3"

5 1/2"

LEVEL 7

TYP

1'-6 3/4"

2 W17

VERIFY WITH MANUF.

(+115.62') 64'-7 1/2"

A782

6'-7 3/4"

5 1/2"

7'-1 1/2"

3'-3"

4 5 1/2"

TYP

11'-6 1/2"

6'-7 3/4"

10'-1"

A782

2 W18

1 W2

5 1/2"

A782

INTERIOR CORRIDOR FLOOR: 2X FRAMING WITH 1 1/2" GYPCRETE TOPPING. SEE DETAIL 9/A720 FOR ELEVATOR SHAFT WALL ALIGNMENT, SEE DETAIL 1-4/A730 TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING, SEE DETAILS 11 & 15/A903 ELEVATOR BUTTONS ELEVATOR HOIST BEAMS, REFER TO STRUCTURAL SINGLE PLY W/ LIGHT COLOR REFLECTIVE SURFACE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH 3/8" PER FOOT MINIMUM SLOPE: SEE SHEET A750 ROOF SCUPPER WITH DOWNSPOUT. SEE DETAIL 13/A750 ELEVATOR PRESSURE RELIEF VENT: 3 SF MINIMUM FREE AIR VENT W/GALV. INSECT SCREEN OR 6 S.F. MIN. SEE DETAIL 11/A701 RAILING FOR FALL PROTECTION ROOF LADDER ROOF SCUPPER WITH DOWNSPOUT: SEE DETAIL 13/A750 DRYWALL ON HAT CHANNELS SEE DETAIL 6/A712 ALL CORNER WALLS OF ELEVATOR SHAFT ELEVATOR SMOKE BARRIER WITH MAGNETIC HOLD OPEN. SEE DETAIL 2,3,4/A782 ELEVATOR SMOKE DETECTOR

1 W2

TOP OF FLYWOOD

7 _____ 8.5

410.5

3.35 EL 1.4

5 1/2"

2 W17

TYP

2.2

2'-1" 5 1/2"

8.5

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

5'-11 1/2"

3.17

DOOR, VERIFY WITH ELEVATOR MANUFACTURE 9'-5"

7" 16'-3"

17'-5"

1'-6 3/4"

5 1/2" 6'-7 3/4"

5 1/2"

17'-5"

ROOF LEVEL - ELEVATOR #1 LEVEL 8

2 W18

2 W17

1 W2

(+125.70') 74'-8 1/2"

A782

8.5

5.21

ROOF LEVEL

TYP

8.5

3.50

(+136.56') 85'-6 3/4"

A782

8.5

5.19

5.21

6'-11"

3.15 3.17

7.12

2 W18

1'-8 3/4"

A782

5 1/2" 3'-0 1/2"

10"

7 _____ 8.5

PARAPET

(+139.15') 88'-1 3/4"

5 1/2"

A782

HIGH PARAPET

(+141.15') 90'-1 3/4"

20'-3" 6'-11"

10'-5 1/4" TYP

18'-6 3/32"

5.1

HOST BEAM. VERIFY WITH ELEVATION 10'-10 1/4"

8.17

VERIFY WITH MANUF.

5.11

TOP OF FLYWOOD

3.50

5 1/2"

5.10

(+148.21') 97'-2 1/2"

TOP OF PLYWOOD

5.1

3'-3"

PENTHOUSE PARAPET

TOP OF PARAPET

4'-2 15/16"

5 1/2"

5.19

5.1

5 1/2"

5.10

5 1/2"

4.1

1'-6 3/4"

3.1

KEY PLAN ELEVATOR #1

3 A800

94' - 4"

SIM

A714

A753

SIM

2 A753

Roof- Finish Floor 84' - 2" T.O. Plywood 83' - 4"

10' - 2"

T.O. Plywood 83' - 4"

A783

3 A811

5 A720

Level-6 73' - 2"

A783

A780

Level-6 73' - 2"

A783

A780

A783

A783 D1

A713

A783

10' - 2"

A783

6 A783

Level-5 63' - 0"

A783

10' - 2"

7.3 D1

7.2

Level-4 52' - 10"

10' - 2"

2 A720

Level-3 42' - 8"

A765 B1

A765

A783

11' - 0"

A780

9 A780 6

A765

Level-2 31' - 8"

Level-1 21' - 8"

Grade (Planning) 17' - 4 1/2"

14 A792

14 A792 12" STEM WALL

KEYNOTES 3.24 7.1

11' - 8"

15' - 0"

(ARCADIA OR SIM.)

10' - 0"

Level-2 31' - 8"

7.2 7.3 7.7 7.9

Level-B1 10' - 6"

NW Corner 10' - 0"

7.10 7.14

Autodesk Docs://2107043 6700 Pacific Coast Highway/MRNA-Arch-R22.rvt

7.19 7.21 7.23 7.25 7.26 7.28 7.31

CURTAIN WALL AXON

SCALE:

WALL SECTION 01

1.1

3.1

SCALE: 1/4" 1'-0"

6 4.1

5.1

1 _______ A358

6.1

ENLARGED ELEVATION 01

7.1

8.1

7.1

9.1

12 11.1

1 _______ A352

7.3

7.10

7.26

7.21

7.26

7.31

14 13.1 13.2

3 _______ A358

7.14

13 12.1

7.9

14.2

15.1

4 _______ A306

7.26

15 14.1

3 _______ A357

7.2

SCALE: 1/4" 1'-0"

3 2 _______ _______ A359 A402

FACE-MOUNTED GLASS GUARDRAIL, SEE DETAIL 5/A811 THREE COAT EXTERIOR CEMENT PLASTER. SEE DETAIL 1/A770 AND SHEET A770 EXTERIOR CEMENT PLASTER HORIZONTAL AND VERTICAL CONTROL JOINT AT PODIUM AND FLOORS 6 AND 8. SEE DETAIL 11/A770 EXTERIOR CEMENT PLASTER HORIZONTAL, 2-PIECE CONTROL SCREED JOINT. SEE DETAIL 10/A770 DOOR PAINTED TO MATCH ADJACENT SURFACE 42" MINIMUM HIGH METAL GUARDRAIL, SET TOP RAIL LEVEL: SEE DETAILS 3 & 4/A810 FLUSH VINYL WINDOW: SEE SHEET A780 BALCONY OVERFLOW SCUPPER SET 2" ABOVE DECK DRAIN OR 1/4" BELOW THE FINISH FLOOR, WHICHEVER IS LOWER. SEE DETAIL 3/A741 & SMOOTH FINISH STUCCO AT MURAL WALL UNIT EXHAUST VENT- VENT TO BE 3' MIN. AWAY FROM ANY OPENING ON BUILDING FAÇADE. PAINTED TO MATCH ADJACENT STUCCO COLOR. SEE DETAIL 13-16/A771 AND MECHANICAL DRAWINGS GARAGE SCREEN. SEE DETAILS 17-19/A702, 1-3/A702.1 STOREFRONT- SEE SHEET A790. ARCADIA SUN SHADE BRISE SOLEIL ARTISTIC MURAL, OFOI. PROVIDE A STEEL TROWEL FINISH; SEE DETAIL 1/A770 FACE-MOUNTED VERTICAL GUARDRAIL, SEE DETAIL 16/A811

7.10

7.1

MAX. HT. - PLANNING METAL PANEL MODULE-A, SEE SHEET A/A219

METAL PANEL MODULE-B, SEE SHEET B/A219

(+151.00') 100'-0"

METAL PANEL MODULE-C SEE SHEET C/A219

PENTHOUSE PARAPET (+148.21') 97'-2 1/2"

HIGH PARAPET

(+141.15') 90'-1 3/4"

B.4

PARAPET

2'-7 1/16" B.4

B.4

(+139.15') 88'-1 3/4"

ROOF LEVEL

(+136.56') 85'-6 3/4"

10'-10 11/32"

7.2

B.4

A.2

7.3

LEVEL 8

(+125.70') 74'-8 1/2"

B.4

A.1

7.2

B.4

7.26

B.4

7.3

SF 373.2

B.4

3.24

B.4

SF 374.1

A.1

B.4

11'-0 5/8"

B.4

10'-9 13/32"

B.4

10'-1"

B.4

10'-1"

A.1

LEVEL 6

(+105.53') 54'-6 1/2"

85'-0" MAX HEIGHT PER CBC TABLES 504.3

B.4

84.38' ACTUAL HEIGHT TO THE TOP OF ROOF

B.4

74.70' ACTUAL HEIGHT TO THE TOP OF THE HIGHEST LEVEL

B.4

7.3

75'-0" MAX PER THE FIRE DEPARTMENT VEHICULAR ACCESS HEIGHT

B.4

10'-1"

(+115.62') 64'-7 1/2"

B.4

FOR ADDITIONAL FLASHING & PENETRATION DETAILS, SEE SHEETS A773, A774, A890, A891 & A892 HORIZONTAL DRIFT JOINTS (HDJ) OCCUR WHERE EXTERIOR NON-LOAD BEARING WALLS OR WINDOW HEADS ABUT THE UNDERSIDE OF CONCRETE SLABS/DROP PANELS. 3. VERTICAL DRIFT JOINTS (VDJ) OCCUR WHERE METAL STUDS OR WINDOW JAMBS ABUT CONCRETE WALLS OR COLUMNS. 4. PROVIDE 1/2" MIN. FOR VERTICAL DRIFT. 5. PROVIDE VDJ/SLIP TRACK WITH BOXED STUD JAMB WHERE VINYL OR NON-FULL HEIGHT STOREFRONT WINDOWS ABUT CONCRETE WALLS OR COLUMNS. 6. PROVIDE DRIFT JOINTS WHERE FULL-HEIGHT STOREFRONT WINDOWS ABUT CONCRETE WALLS OR COLUMNS. WINDOWS SHALL CONTAIN BUILT-IN/SUB-FRAME COMPENSATE CHANNELS AT HEAD AND JAMBS FOR HORIZONTAL AND VERTICAL DRIFTS. 7. SEE SHEET G206 FOR AVERAGE GRADE PLANE CALCS. 8. OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND COMPLY WITH REQUIREMENTS REFERENCED ON GRN FORM15. 9. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. 10. DOOR AND FRAME FINISH TO MATCH ADJACENT WALL COLOR, U.N.O. 1.

LEVEL 7

B.4

ELEVATION GENERAL NOTES

10'-1"

A.1

7.2

LEVEL 5

(+95.45') 44'-5 1/2"

LEVEL 4

(+85.37') 34'-4 1/2"

MATERIAL SCHEDULE LEVEL 3

(+74.58') 23'-7"

A1 B1 B2 C1

LEVEL 2

(+63.53') 12'-6 1/2"

12'-6 3/8"

AVERAGE GRADE PLANE

C2 C3 C4 C5 C6 D1 G1

(+52.18') 1'-2 1/4"

LEVEL 1

(+51.00') 0'-0"

LOWEST GRADE POINT 7.25

7.26

7.19

7.23

7.19

7.7

(+50.70') -0'-3 1/2"

7.28

LOWER GARAGE

0 12850 Crenshaw Blvd SBX/12850CrenshawBlvdSBX_R22.rvt

(+44.21') -6'-9 1/2"

1 _______ A358

3 2 _______ _______ A359 A402

1 _______ A352

3 _______ A358

3 _______ A357

9 1

REFER TO A606 FOR MORE INFORMATION ◊ MARK BUILDING COMPONENT COLOR

SF 100.1

ST 2.1.2

G3 M1

4 _______ A306

AWNING / SUN SHADE

ARCADIA SUN SHADE BRISE SOLEIL FIBER CEMENT ARCHITECTURAL WALL NICHIHA VINTAGE WOOD CEDAR SIDING AWP-3030 FIBER CEMENT ARCHITECTURAL WALL NICHIHA EMPIRE BLOCK PANELS CONCRETE CEMENT PLASTER 20/30 - SW 7029 AGREEABLE GRAY CEMENT PLASTER 20/30 - SW 6992 INKWELL CEMENT PLASTER SW 9164 - ILLUSIVE GREEN CEMENT PLASTER SW 0045 - ANTIQUARIAN BROWN CEMENT PLASTER SW 6806 - RHYTHMIC BLUE CEMENT PLASTER 20/30 - SW 7001 MARSHMALLOW BALCONY DECK WRAP WOOD FRAMED POP OUT WRAPPED WITH STUCCO SW 6992 - INKWELL GUARDRAIL AT CRENSHAW UNIT GLASS INFILL BALCONY BALCONIES - 3'-6" HIGH GUARDARIL WITH ALUMINUM FRAME WITH PAINTED FINISH PAINTED TO MATCH "W1" (BLACK) GUARDRAIL AT COURTYARD GLASS GUARDRAIL,WITH AMENITIES - 5' HIGH PRIVACY FILM INTERLAYER WITH ALUMINUM POST, FACE MOUNTED. PAINTED SILVER GUARDRAIL - VERTICAL POST STEEL VERTICAL PICKET POST; PAINTED TO MATCH "W1" (BLACK) METAL SIDING IMETCO LATITUDE BOX SERIES 7.0, 9.0 & 10.0 COMBINATIONS. REFER TO SHEET A822, COLOR PREWEATHERED GALVALUME, FASTENER CONCEALED, GAUGE 20 GARAGE SCREEN - 88% OPEN McNICHOLS WIRE MESH, 1" SQUARE, ALUMINUM, ITEM 3201646010 - 60" x 1200" VINYL DOOR & WINDOW VPI, BLACK

S 1 S L

S L 1 G

WEST ELEVATION PARTIAL "A" SCALE: 1/8" = 1'-0" 0 4 8

W P

BUILDING SECTION

A3 1 A301 13

TYP 3 A340

TYP

3.1

A1.1

TYP.

LEVEL 6 208.17' LEVEL 5 197.92'

A1.1

CORRIDOR

6.1

LEVEL 4 187.67'

IA1

PARKING

IA1

11'-5"

2BD

LEVEL 3 176.25' 6.2

IA1

PARKING

6.2

6.12

TYP.

IA1 LEVEL 2 166.00'

11'-0"

TYP.

6.10

PARKING

LEVEL 1 155.00' 6.5

6.9

TYP.

AVG. GRADE PLANE 154.68' LOWEST F.D. ACCESS 155.00'

10'-6"

IA1

6.7

10'-3"

AVG. ROOF HEIGHT 239.33'

10'-3"

LEVEL 7 218.42'

CORRIDOR

6.6

6.1

TYPE I CONSTRUCTION

A1.1

LEVEL 8 228.67'

10'-3"

CORRIDOR

A1.1

10'-3"

A1.1

CORRIDOR

10'-3"

TYPE III CONSTRUCTION

10'-0" 3'-9"

PARAPET 242.42' ROOF LEVEL 238.67'

CORRIDOR

LEVEL B1 144.50'

NORTH SOUTH SECTION

SCALE: 1/16" 1'-0"

A301

UNLIMITED HIEGHT PER SP-4

3 A340

73'-8"

LESS THAN 85' MAX PER CBC 87'-5"

LESS THAN 75' TO HEIGHEST OCCUPIED FLOOR 84'-7 7/8"

18 17

2 A301 TYP SIM.

TYP

A1 LEVEL 7 218.42' LEVEL 6 208.17' LEVEL 5 197.92'

6.6

6.1

LEVEL 2 166.00'

8'-2" 6.9

11'-0"

PARKING

11'-5"

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

LEVEL 3 176.25'

TYP.

1.41

8'-2"

1.16

IA5

8'-2"

7'-11 3/8" 6.3

1.16

8'-2"

6.9

6.1

LEVEL 4 187.67'

6.2

PARKING

PARKING 1.27

6.7

A1 A1 3.1

84'-7 7/8"

UNLIMITED HIEGHT PER SP-4

LESS THAN 85' MAX BLDG HT. PER CBC 87'-5"

B1 CLUB ROOM / LOUNGE

TYPE I CONSTRUCTION

3.1

8'-2"

AVG. ROOF HEIGHT 239.33'

10'-3"

LEVEL 8 228.67'

10'-3"

B1.1

10'-3"

B1.1

10'-3"

3.1

6.4

TYPE III CONSTUCTION

B1.1

10'-0" 3'-9"

PARAPET 242.42' ROOF LEVEL 238.67'

73'-8"

3 A340

TYP

LESS THAN 75' TO HEIGHEST OCCUPIED FLOOR

3 A340

2 A353

AVG. GRADE PLANE 154.68'

LEVEL 1 155.00'

LOWEST F.D. ACCESS 155.00'

6.7

LEVEL B1 144.50'

1.28

EAST WEST SECTION

SCALE: 1/16" 1'-0"

A301

ALLOWABLE EXTERIOR WALL OPENING AREA A3

10' - 15' FROM P.L.

PARAPET 242.42'

ROOF LEVEL 238.67' WALL AREA: 105 SF OPEN AREA: 25 SF % OPEN: 24% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

LEVEL 8 228.67' WALL AREA: 105 SF OPEN AREA: 25 SF % OPEN: 24% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

LEVEL 7 218.42' WALL AREA: 105 SF OPEN AREA: 25 SF % OPEN: 24% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

LEVEL 6 208.17'

10' - 15' FROM P.L.

(25% ALLOWED)

(45% ALLOWED)

LEVEL 5 197.92' WALL AREA: 144 SF OPEN AREA: 6 SF % OPEN: 4% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

PARAPET 242.42'

ROOF LEVEL 238.67'

WALL AREA: 113 SF OPEN AREA: 49 SF % OPEN: 43% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 129 SF OPEN AREA: 28 SF % OPEN: 21% PER TABLE 705.8: 25% UNPROTECTED OPENINGS ALLOWED

LEVEL 6 208.17'

LEVEL 5 197.92'

WALL AREA: 113 SF OPEN AREA: 49 SF % OPEN: 43% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 349.25 SF OPEN AREA: 103.00 SF % OPEN: 30% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 6 208.17'

WALL AREA: 158 SF OPEN AREA: 77 SF % OPEN: 48% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 158 SF OPEN AREA: 64 SF % OPEN: 40% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 5 197.92' WALL AREA: 158 SF OPEN AREA: 77 SF % OPEN: 48% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 158 SF OPEN AREA: 64 SF % OPEN: 40% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 4 187.67'

LEVEL 7 218.42'

WALL AREA: 158 SF OPEN AREA: 64 SF % OPEN: 40% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 6 208.17'

WALL AREA: 113 SF OPEN AREA: 49 SF % OPEN: 43% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

LEVEL 8 228.67' WALL AREA: 349.25 SF OPEN AREA: 104.00 SF % OPEN: 30% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 7 218.42'

WALL AREA: 158 SF OPEN AREA: 64 SF % OPEN: 40% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 5 197.92'

LEVEL 4 187.67'

LEVEL 8 228.67'

LEVEL 7 218.42'

LEVEL 6 208.17'

WALL AREA: 349.25 SF OPEN AREA: 92.00 SF % OPEN: 26% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 158 SF OPEN AREA: 77 SF % OPEN: 48% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

WALL AREA: 113 SF OPEN AREA: 49 SF % OPEN: 43% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

ROOF LEVEL 238.67'

WALL AREA: 158 SF OPEN AREA: 77 SF % OPEN: 48% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 8 228.67'

WALL AREA: 113 SF OPEN AREA: 49 SF % OPEN: 43% PER TABLE 705.8: 45% UNPROTECTED OPENINGS ALLOWED

LEVEL 7 218.42'

PARAPET 242.42'

ROOF LEVEL 238.67'

WALL AREA: 158 SF OPEN AREA: 77 SF % OPEN: 48% PER TABLE 705.8: 75% UNPROTECTED OPENINGS ALLOWED

LEVEL 8 228.67'

WALL AREA: 129 SF OPEN AREA: 28 SF % OPEN: 21% PER TABLE 705.8: 25% UNPROTECTED OPENINGS ALLOWED

PARAPET 242.42'

ROOF LEVEL 238.67'

WALL AREA: 129 SF OPEN AREA: 28 SF % OPEN: 21% PER TABLE 705.8: 25% UNPROTECTED OPENINGS ALLOWED

15' TO 20' FROM P.L. (75% ALLOWED)

5' - 10' FROM P.L.

WALL AREA: 129 SF OPEN AREA: 28 SF % OPEN: 21% PER TABLE 705.8: 25% UNPROTECTED OPENINGS ALLOWED

LEVEL 4 187.67'

ANALYSIS ELEVATION E - VARIES

ANALYSIS ELEVATION N/W - VARIES

ANALYSIS ELEVATION NORTH - 75%

ANALYSIS ELEVATION N/E- 75%

ANALYSIS ELEVATION SOUTH - 75%

SCALE: 1/8" 1'-0"

G202

SCALE: 1/8" 1'-0"

G202

SCALE: 1/8" 1'-0"

G202

SCALE: 1/8" 1'-0"

G202

SCALE: 1/8" 1'-0"

G202

A357

A358

A359

SF-10 SF-8

SF-9

24"

SF-7

36" 24" FE

24"

SF-4

SF-16

SF-6 SP

36"

A356

24" 24"

4 G202

19'-7" LEVEL 4

3 A360

36"

24"

G202

ONLY (75%) FE

23'-5" LEVELS 5-8

36"

NO LIMIT

36" 24" 24" 36" T

24" SF-17

24"

G202

SF-3

SF-5

36" 36" 36" 24" 24" 36"

3 A361

KEY PLAN

T R

PLAZA

24"

22'-4"

17'-8 1/2"

75% OPEN

4 A355

36"

MAIN STREET

(45% ALLOWED)

EXTERIOR OPENING ANALYSIS PLAN

SCALE: 1" 20'-0"

G202

GRADUATION PROJECT FLOATING VILLAGE ADAPTING TO SEA LEVEL RISE

2945

4030

2945

390

3720

9920

890

5000

MODULE FLOATING VILLAGE

300

F 8306

5809

6912

3384

1100 615

1380

5064

8306

2972

1975

150

1800

2110

1800

1285

2066

4138 2300

125

1956

8156

1534

2120

2997

1593

1384

1978

5809

315

2945

3030

4030

2945

390

9920

3720

8670

1115 135

9950

610

390

5000

HOUSING TYPES 2168

890

5000

F 875

2825

1270

2825

875

3720

390

8670

2 1115 135

350

1270 2825 1434 1295

940

9950 2825

2800

5000 -75

1421

890

1070

2000

1300

725

1650

1575

670

1175

1612

1300

NHÀ DỆT - MẶT ĐỨNG TÂY 2 HƯỚNG 1 : 100 4150

4172

2070

956

150

1300

2485

940

4120

940

1000

406

4150

1800

800

2066

1875

940

2825

2 15795 1350

NHÀ DỆT - MẶT ĐỨNG ĐÔNG 1 HƯỚNG 1 : 100

2100

1975

B ẢN V VẼ ẼS SỐ Ố MD_2

1800

2972

375

1384

ƯỚNG ĐÔNG - TÂY NHÀ CÁ

MẶT ĐỨNG HƯ HƯỚNG ĐÔNG - TÂY NHÀ D ỆT 3600

TL 1 : 100

9950

5809

3600

3384

875

8306

406

-1243

2350

2375

NC_PHỐI CẢNH TỔNG 3 THỂ TÁCH ỚP 15780

2485

4120

4875

1015

4120

815

2375

2400 4760

3225

1907

MẶT ĐỨNG HƯ HƯỚNG ĐÔNG - TÂY NHÀ D ỆT

B ẢN VẼ VẼ SỐ SỐ MD_4

2800

TL 1 : 100

2405

395 1645

4172

NHÀ DỆT - MẶT ĐỨNG ĐÔNG 1 HƯỚNG 1 : 100 NHÀ DỆT - MẶT ĐỨNG TÂY 2 HƯỚNG 1 : 100

TL 1 : 100

MẶT ĐỨNG HƯ HƯỚNG B ẮC - NAM NHÀ CÁ

B ẢN VẼ VẼ S SỐ Ố MB_3

Houses with haft on stilts and haft on ground

Floating houses ND_PHỐI CẢNH TỔNG 1 THÊ TÁCH LỚP

TL 1 : 100

M ẶT B ẰNG KIẾ KI ẾN TRÚC NHÀ DỆ D ỆT

ND_PHỐI CẢNH MẶT 2 BẰNG

MẶT CẮT NGANG TRỤC - NAM NHÀ DỆT 3 BẮC 1 : 100

B ẢN V VẼ ẼS SỐ Ố MB_2

NC_PHỐI CẢNH TỔNG 3 THỂ NHÀ CÁ - MẶT ĐỨNG NAM 1 HƯỚNG 1 : 100

TL 1 : 100

PHỐ PH ỐI CẢ C ẢNH VÀ MẶ M ẶT CẮ C ẮT NGANG TRỤ TR ỤC ĐÔNG - TÂY NHÀ D ỆT

MẶT CẮT NGANG TRỤC TÂY - NHÀ DỆT 2 ĐÔNG 1 : 100

B ẢN VẼ VẼ S SỐ Ố PC_2

2. MẶT BẰNG KIẾN TRÚC TIẾT NHÀ DỆT - LVA 1 CHI 1 : 100

NHÀ CÁ - MẶT ĐỨNG BẮC 2 HƯỚNG 1 : 100

10978

8000

The ground floor structures

17000

16700

8300

16450

14554

18996

ỔNG THÊ

B ẢN VẼ VẼ S SỐ Ố B_03

SPINDLE ROAD

PHỐI CẢNH TỔNG THỂ

FLOATING PARK

COMMUNITY HOUSE

5000

THANG HÀNG PHỤC VỤ KHỐI PHỤ TRỢ HỘI TRƯỜNG TẦNG 2

5000

5000 R

-1000 HIÊN CHE

SẢNH

1175 8

1502

15 m²

3200

25 m²

-350

3200

34 m²

3200

5000

-4700

117

TRIỄN LÃM

52 m²

5000

9000

5000

-4850

16 40 m²

M ẶT B ẰNG KI KIẾ ẾN TRÚC T TẦ ẦNG 1

B ẢN VẼ VẼ SỐ SỐ BM1_1

TL 1 : 200

4000

2 3

5000

1590

34 m² -4850

HÀNH LANG KẾT NỐI

24 53 m²

5000

45 m²

LỐI TIẾP CẬN XE CƠ GIỚI

25000

5000 25000

-4700

1175

LỐI TIẾP CẬN GIÀNH CHO NGƯỜI ĐI BỘ

5000

-4850

THANG MÁY

E SÀN DÓC

I -4700

52 m²

124 m²

-850

1175

5000

9000

4796

1175

9 m²

3195

11 1175

THANG MÁY PHỤC VỤ NGƯỜI KHUYẾT TẬT

-4850

14 00 0

1175

31 -4700

-1000

18 m²

34 m²

-190

-900

-4850

23 54 m²

-3800

1175

12 20 m²

1175

9000 000

2400

11 16 m²

-190 19 259 m²

TL 1 : 200

1300

15 m²

25 m²

6 9 m²

3 4 m²

1590

4000

-3800

5000

15 m²

5000

13000

-4700

4000

1175

44 m²

5000

4000

1175 1175

5000

13000

-4850

53 m²

25000

15 m²

5000

4 -4850

-4700

1175

4000

-4850

BÃI ĐỖ XE CƠ GIỚI

-4700

1530

5000

1175

25000

1175

5000

4801

5000

M ẶT B ẰNG KIẾ KI ẾN TRÚC T TẦ ẦNG 2

B ẢN VẼ VẼ S SỐ Ố BM1_2

A_Tầng 4_Ceiling 11.200

A_Tầng 4 7.000

MẶT BẰNG KIẾN TRÚC 2 1 TẦNG 1 : 200

ÚC A_Tầng 3 3.500

3.000

A 0.000

A_Tầng 2 -1.000

TL 1 : 50

MẶT CẮ C ẮT TRÍCH ĐO ĐOẠ ẠN TRỤ TRỤC S-S KHÁN PHÒNG

B ẢN VẼ VẼ S SỐ Ố CM2_1

PHỐ PH ỐI C CẢ ẢNH MẶ MẶT CẮ C ẮT TRÍCH ĐO ĐOẠ ẠN KHÁN PHÒNG

B ẢN V VẼ ẼS SỐ Ố PC1_1

Phối cảnh mặt cắt trích đoạn 1 Khán đài

PHỐ PH ỐI CẢ C ẢNH TRÍCH ĐO ĐOẠ ẠN KHÁN PHÒNG

B ẢN V VẼ ẼS SỐ Ố PC1_2

Phối cảnh trích đoạn Khán 1 đài

TRỤC S-J -CHI H ĐOẠN

16793

5000

3938

Tầng mái công trình công cộng

14994

15.000 11800

7292 5899 7283

A_Tầng 4 7.000

A_Tầng 3 3.500

A_Tầng 2 -1.000

B_Tầng 1 -5.000

B_Tầng Hầm -7.200

4446

4200

8959

8273

1200

3000

B' 1400

11031

A 2600

4701302

8273

Giới hạn cao VÁCH NGĂN VẬT LIỆU GỖ

15.000

TƯỜNG ĐẦU HỒI MỞ THOÁNG KHÍ

11373

4373

LỚP HOÀN THIỆN LỢP LÁ TỪ NGUYÊN LIỆU ĐỊA PHƯƠNG TRẦN HOÀN THIỆN

Tầng 3

DẦM BÊ TÔNG MẶT CẮT ĐƯỜNG TRỤC CHÍNH

3300

3250

7.000 3100

3050

Tầng 2

3150

3.800

300

Tầng 1

SÀN KẾT CẤU BÊ TÔNG CHỐNG THẮM

HÀO THOÁT NƯỚC

0.600

SÀN HOÀN THIỆN ỐP GỖ

Tầng Hầm -3.600

Giới hạn sâu -5.000 T

46865 4522

4200

13143

12370

5000 9495

1220

5000

2640

2301

5000

2586

5000

5005

5000

6400

3000

1848

Giới hạn cao 15.000 11373

4373

M ẶT C CẮ ẮT TRỤ TR ỤC 2-2 3800

B ẢN VẼ VẼ S SỐ Ố CM1_1 Tầng 3 7.000

3800

3100

Tầng 2 3.800

600

3200

2100

3200

TL 1 : 200

11373

100

Ground Floor 0.000

Tầng Hầm -3.600hạn sâu Giới -5.000

MẶT CẮT TRỤC 2-2 1

1 : 200

5000 2500 1100

5000 5000

2800

2200

5000 5000

2800

2200

5000 5000

2800

2200

5000 7500

2800

6100

13143 1057

2040

1828 8000

1494

1580

4200 5515

8273 13789

Giới hạn cao

4323

3750 3100

600

300

Tầng 3 1257

3050

5858

7.000

1993

5750 3750

B ẢN VẼ VẼ S SỐ Ố CM1_2

Tầng 2

850

MẶT CẮT TRỤC T-T 1 : 200

15.000

M ẶT C CẮ ẮT TRỤ TR ỤC T-T

3.800

300 2300

11323

Tầng 1 300

TL 1 : 200

0.600

Ground Floor 0.000

Tầng Hầm -3.600

Giới hạn sâu -5.000

PRIMARY SCHOOL 1

5000

25000 5000

5000

5000 H

Body_1 b163-1 b162-1 3DGeom~4774 3DGeom~5053 3DGeom~2426

F 0

Różnica

Body_1 128100128101122100123100b384-1 Body_1 3DGeom 3DGeom

31-680

128107b389-1

ncuch-1 ncuch-2 ncuch-3 2-0-5 2-0-6 2-0-7 8-0-1

om-13 1

1241001221011241163DGeom Body_Różnica 3DGe

31 m²

27 m²

11 90 m²

3811 46

6-1 6-2 4-1 6-3 6-4 4-2 6-8 2-1 om-28 om-35 om-14 1

12810 12811 Body_ 3DGe

344-3 Body_ 3DGe łacuch L-106 12506 Eye 12110 sruba_ szekla Część oczko Body_ 3DGe Body_ 3DGe bolt om-32 1 002-0 _lancu 4_014-2 5-1 5-2 6-1 6-2 4-3 om-71 om-32 om-59 om-85 om-10 om-19 om-12 om-14 _nowa 11^sze _konc szekla om-32 1om-11 with -1 -2 owka_ ch-2 ch-1 5021kla_no -1 _nowa wood

63 m²

12410 b389-

33 m²

0-1 0-2 te_40x tA_40

-2 -1 -1 -2

12410 12411

6-1 1-2

iecie-2 iecie-4 iecie-1 iecie-3

mm_g °_#2,5 -90°-1 -90°-2

telefon

Kwiatek+B15-1

994116_twarz

x40-90 40x40

wa-1 szekla thread -1

i34_ka 12110 i29_ka

-270 14 -290 3DGeom b384-1 Body_1 122100123100-

Body_1 3DGeom-1339

124118b389-1

om-12

3DGe

-980 -1042 -1060 12-477 -492 i249-2 i249-1 i253-1 993132Body_1 3DGeom

124104b389-3 b389-4

oczko_la L-10600

U -888 -868 154312365421-980 -1322 -464 -2811 -1546 -1560 -1537 123100Body_1 b385-1 b384-1 3DGeom 128104128105Body_1 128112128127Body_1 3DGeom 3DGeom

b389-1 128107-

-220 -230 -270 -290 432-2811 23 24 25 26 27 28 129

4200

41 m²

-270 14-290

3DGeom Body_1

122100123100b384-1 Body_1 3DGeom

-2811

Różnica

3DGeom Body_1

992157-1 991277-1 992156-1

8959

124111-2 124106-1

telefon

thread-3

Kwiate k+B15 -1

128107128113Body_1 Body_1 3DGeom 3DGeom

wood

iecie-2 iecie-4 iecie-1 iecie-3 rz

72 m²

72 m² Body_1 3DGeom~646 3DGeom~335 3DGeom~73 3DGeom~169

3DGeom~155

3DGeom~155 D42,4x3x191mm-2 26,9x2-wazka-1 tuleja_wazka-1 b181-P-1 b181-L-1 Body_1 b163-2 b163-1 i84-2 i84-1 3DGeom~791 3DGeom~803 3DGeom~171 3DGeom~772 3DGeom~752 3DGeom~817 3DGeom~823 3DGeom~140 3DGeom~35 3DGeom~70 3DGeom~92 3DGeom~98

Body_1 141122-1 141123-1 141120-2 141120-1 3DGeom~2895 3DGeom~2982 3DGeom~2846

144106-1 147_103_90-1 996191-1 147_141_45-4 141148-1 147_141_45-3 147_141_45-1 996191-2 147_141_45-2 147_103_90-2 142102-1 147_159_90-1 147_159_90-3 141264-4 141264-2 147_249_90-4 147_159_90-4 147_159_90-5 147_249_90-3 147_159_90-2 147_159_90-6 147_249_90-5 141264-3 141264-1 147_249_90-1 147_249_90-6 147_249_90-2

Różnica

Body_1 3DGeom~646 3DGeom~335 3DGeom~73 3DGeom~169

073111-1 073110-1

2600 1400 3000 1200

Body_1 B142-1-1 WK_PROSTA_3_ST-1 Body_1 B142-1-1 WK_PROSTA_3_ST-1 Body_1 B142-1-1 WK_PROSTA_3_ST-1 3DGeom~3231 3DGeom~3154 3DGeom~3231 3DGeom~3154

D42,4x3x191mm-2 26,9x2-wazka-1 tuleja_wazka-1 b181-P-1 b181-L-1 Body_1 b163-2 b163-1 i84-2 i84-1 3DGeom~791 3DGeom~803 3DGeom~171 3DGeom~772 3DGeom~752 3DGeom~817 3DGeom~823 3DGeom~140 3DGeom~35 3DGeom~70 3DGeom~92 3DGeom~98

141185-1 B142-1-1 WK_PROSTA_3_ST-1 Body_1 B142-1-1 WK_PROSTA_3_ST-1 Body_1 B142-1-1 WK_PROSTA_3_ST-1 Body_1 3DGeom~2697 3DGeom~1993 3DGeom~41 3DGeom~3989 3DGeom~19 3DGeom~3231 3DGeom~3154 3DGeom~3231 3DGeom~3154 3DGeom~3231 3DGeom~3154 3DGeom~3431 3DGeom~61 3DGeom~3439 3DGeom~3423 3DGeom~80

3DGeom~155

3DGeom~155 Body_1 3DGeom~646 3DGeom~335 3DGeom~73 3DGeom~169

073110-1 073111-1 i255-1 i182-10 i256-1

16 m²

Body_1 3DGeom~646 3DGeom~335 3DGeom~73 3DGeom~169

with

x40-90°-2 x40-90°-1 -90°_#2,5mm_g 6_twa

-477 -2171 12-2811

128116-8 128104-2 128116-4 128116-3 128104-1 128116-2 128116-1 Body_1 128102-1 128106-1 3DGeom-2811 3DGeom-353 3DGeom-288 3DGeom-1446 3DGeom-1240

-2811

Eye bolt

121100-2 i34_kate_40x40 121100-1 i29_katA_40x40 128116-8 128104-2 128116-4 128116-3 128104-1 128116-2 128116-1 Body_1 3DGeom-2811 3DGeom-288 3DGeom-353

99411

124111-2

24 216 m²

52 m²

16 m²

17 m²

24 38 m²

3 m²

5 m²

3 m²

5000

LỐI VÀO CHÍNH

TL 1 : 200

51 m²

5000

13143

4200

42343 I

M ẶT B ẰNG KIẾ KI ẾN TRÚC T TẦ ẦNG 1

B ẢN VẼ VẼ S SỐ Ố BM0_1

MẶT BẰNG KIẾN TRÚC 2 1 TẦNG 1 : 200

ACEDAMY PROJECT THIRD - FORTH YEAR STUDENT

THE MELINH ULTRAS TOWER

SONKIM’S HOUSE

PROCESS IN B.I.M

ACEDAMY PROJECT

COMPETITION

High-rise buildings, functional apartments in the high-end segment and condotels.

Interior design, luxury apartments and condotel

Apartment building, low income segment. Scale of 15 floors

3 PROCESS IN B.I.M

COMPETITION PROJECT

The goal of the competition is to research the B.I.M process and experimentally practice one stage of this process, going from the initial idea generation stage to the structural implementation stage. Finally, consider the energy forecast for the building.

The goal is to enter the competition, study the B.I.M process, and practice experimentally a phase of the process, going from the initial concept stage to the construction stage. Finally, consider the energy projections for the building.

The product of the research process is from documents that establish a B.I.M process based on output results.

The product of the research process is from the documents that establish a B.I.M process based on the output.

The selected location to develop the research construction model is the land with complex functions. Set out the needs and functions with the ability to serve the chain of living activities within the building, and connect the community at a radius of 500m.

Not only does it stop at architectural elements such as the shape that needs to be determined initially, but at the stages of collaboration between departments, as well as the method of implementation, it is necessary to have the right direction and roadmap. To bring profits to customers, ensure sustainability within the life cycle of the project.

ARCHITECTURE PORTFOLIO

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N G O C

H A N

hannah.archiv@gmail.com