Thien Nguyen Professional Work by Thien Nguyen

THIEN NGUYEN A PORTFOLIO OF PROFESSIONAL WORK

Thien Nguyen Thien.arcspace@gmail.com (626) 831-8747

personal statement

The experience of growing up in rural Vietnam in the 1990s taught me that the security of architecture and the built environment were essential to survival. As a nine-year-old, I helped my mother construct our house, which was modestly made out of vernacular materials, such as mud and straw. These early living conditions and informal experiences drove my curiousity in architecture, and now, even more so, I understand how architecture and construction serve as a driver for the betterment of people, culture, and community.

education background 2013-2016

Woodbury University

Burbank, CA

Bachelor of Architecture 2010-2013

Pasadena City College

Pasadena, CA

Undergrad Architecture Program

work experience

Dynamic View Building Planning and Design Burbank, CA

05/2016 to Current

-Utilize BIM(s) in the production of construction documents -Review and access the Los Angeles Department of Building and Safety Forms and Publications, including other departments, to make consistent with construction documents -Performed site analysis and measurements -Communicate with client and provide his or her project needs

skills

AutoCAD

Rhino + Grasshopper+ Plugs-in

Adobe Illustrator InDesign Hand Drafting references

Maxwell

Photoshop + After Effects

Physical Modeling

Bath and Body Works

Teaspot

Pasadena, CA

05/2015 to 04/2016

-Filing -Organizing -Sales Associate

V-Ray Microsoft Office

Laser Cutting + Formatting

ArcGis

Revit

-Cook -Customer Service

Lumion

Sony Vegas CNC + Formatting

3d Printing + Formatting

Le Nguyen

Yi-Hsiu Yeh

Catherine Garrison

Aydin Naghibli

(213) 215-1536 Ltnguyen@tcco.com

(213) 399-6506 yihsiu@yehdesignlab.com

(213) 926-4392 catherinegarrison@yahoo.com

(818) 389-7270 anarchitects1@gmail.com

Turner Construction

Yeh Design Lab

Catherine Garrison Architect, Inc.

Dynamic View

American Financial House Lariba 06/2013 to 09/2013

Pasadena, CA -Filing -Data input -Keyboarding -Customer Service

06/09 to 09/2009

projects

performance

four apartment units

second dwelling unit addition

three single family house

10224 Hillhaven Ave. Los Angeles, CA 91042

2820 Harmony Place. La Crescenta, CA 91214

3810 Fourth Ave. Glendale, CA 91214

All of Dynamic View projects are developed DV members. But with that being said, I have taken most of the design and drawing phrases for these particular projects. These three projects highlights the beginning to the end phrases concerning with preliminary research, city submission, city correction, and other guidelines.

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

COVER PAGE

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

PROJECT ADDRESS:

REZA AGHAEE

OWNER: REVISIONS 7/15/2016

JOB NO:

DATE: 7/15/2016

1518

DRAWN:

CHECKED:

SCALE:

A-0

T.N.

N.T.S.

N/A

REVISIONS

APN:

2565012054

A-1.0 SITE PLAN A-1.1 ROOF PLAN A-1.2 LANDSCAPE PLAN A-1.3 GRADING PLAN

SCOPE OF WORK NEW 4 UNIT 2 STORY APARTMENT WITH BASEMENT PARKING ON VACANT LOT

A-2.0 PARKING PLAN A-2.1 FIRST AND SECOND FLOOR PLAN A-2.2 FIRST AND SECOND FLOOR EGRESS PLAN A-2.3 FIRE SPRINKLER FLOOR PLAN

PROJECT STATISTICS LOT SIZE:

5441.3 SQ FT

ALLOWABLE FAR:

3:1 = 3 X 5441.3 = 16,324 SQ FT MAXIMUM ALLOWABLE FAR = 16,324 SQ FT

PROPOSED FAR:

TOTAL PROPOSED FAR = 4,277 SQ FT 4,277/5441.3 = 0.88

LOT COVERAGE:

4,277 SQ FT

OCCUPANCY:

R2 + U

CONSTRUCTION TYPE:

TYPE V-A

NUMBER OF STORIES:

AVERAGE GRADE LEVEL:

+ 8'2" ABOVE THE STREET LEVEL

HEIGHT OF THE BUILDING FROM THE LOWEST POINT:

33 FT

A-3.0 ELEVATION EAST AND WEST A-3.1 NORTH AND SOUTH A-4.0 SECTIONS T-1 TITLE 24 T-2 TITLE 24 G-1 GREEN FORMS S-1 STRUCTURAL SHEET S-2 STRUCTURAL SHEET S-3 STRUCTURAL SHEET S-4 STRUCTURAL SHEET S-5 STRUCTURAL SHEET S-6 STRUCTURAL SHEET S-7 STRUCTURAL SHEET SHEET 1 OF 3 STANDARD QUALITY ASSURANCE PLAN

4,277 SQ FT TOTAL BUILDING AREA: FIRE SPRINKLER:

SHEET 2 OF 3 STANDARD QUALITY ASSURANCE PLAN NFPA 13R SHEET 3 OF 3 STANDARD QUALITY ASSURANCE PLAN

REZA AGHAEE

R3-1

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

ZONING:

A-0.1 GENERAL NOTES

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

LOS TERRENITOS TRACT

GENERAL NOTES

TRACT;

A-0 COVER PAGE

7/15/2016

OWNER:

36. The construction shall not restrict a five-foot clear and unobstructed access to any water Ducts in a private garage and ducts penetrating the walls or ceilings separating the dwelling units from the garage shall be constructed of a minimum 0.019-inch (0.48 mm) sheet steel and shall have no openings into the garage. (406.3.4) 37. Concrete or similar noncomvustible and nonabsorbent floor, or asphalt surface at ground level only. The minimum thickness of concrete floor slabs supported directly on the ground shall not be less than 3-1/2 inches. (406.4.5) 38. Indicate on plans that interior finish materials applied to wall and ceilings shall be tested as specified in Section 803. Specify the classifications per Table 803. 9 and Section 803.1. Clearly indicate on the plans. 39. Exit signs shall be internally or externally illuminated. 40. Exit signs illuminated by an external source shall have an intensity of not less than 5 foot candles (54 lux). 41. Internally illuminated sign shall be listed and labeled and shall be installed in accordance with the manufacture's instructions and Section 2702. 42. Exit signs shall be illuminated at all times. 43. Exit signs shall be connected to an emergency power system that will provide an illumination of not less than 90min. in case of primary power loss. (1011.5-1011.63) 44. Egress door shall be readily openable from the egrass side without the use of a key or special knowledge or effort. (1008.1.9) 45. Door handles, lock and other operating devices shall be installed at a min. 34" and a max. 48" above the finished floor. (1008.1.9.2) 46. All egress door operation shall also comply with Section 1008.1.9. 47. The means of egrass, including the exit discharge, shall be illuminated at all times the building served by the mean of egress is occupied. The mean of egress illumination level shall not be less than 1foot-candle at the walking surface. (1006.1) 48. The power supply for means of egress illumination shall normally be provided by the prmises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following area (1006.3): a. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress. b. Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. c. Exterior egress components at othe than their level of exist discharge until exit discharge is accomplished for buildings required to have two or more exits. d. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to have two or more exits. e. Exterior landings, as required by Section 1008.1.6, for exit discharge doorways in buildings required to have two or more exits. 49. the emergency power shall provide power for a duraion of not less than 90 minutes and shall consist of storage batteries, unit equipment or an no-site generator. The installation of the emergency power system shall be in accordance with Section 2702. (1006.3) 50. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio 40 to 1 shall not be exceeded. 51. The exist shall also be connected to an emergency electrical system provided from storage batteries unit equipment or an no-site generator set, and the system shall be installed in accordance with the Electrical Code. For high rise buildings, see Section 403.

PROJECT ADDRESS:

LOT:

A. GENERAL 1. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facility (Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines -whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses.” Obtain approval from Real Estate Business Unit of DWP (213) 367-0562. 2. Obtain permits from Public Works prior to Construction for: a. Temporary pedestrian protection as required by LABC Section 3306. b. For any construction near any street or public area. 3. Outlets along wall counter space, island and peninsula counter space in kitchens shall have a maximum spacing of 48". (210-52 NEC) 4. The first light in the new and remodeled bathrooms and kitchen shall be an energy efficient light meeting a minimum of 40 Lumens per watt (e.g. fluorescent lamp). (T-24, Sec. 130(b) & 150(k)) 5. Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section R303.1 or shall be provided with artificial light that is adequate to provide an average illumination of 6 foot-candles over the area of the room at a height of 30 inches above the floor level. (R303.1) 6. A copy of the evaluation report and/or conditions of listing shall be made available at the job site 7. The sprinkler system shall be approved by Plumbing Division prior to installation. 8. Plumbing fixtures are required to be connected to a sanitary sewer or to an approved sewage disposal system (R306.3) 9. Kitchen sinks, lavatories, bathtubs, showers, bidets, laundry tubs and washing machine outlets shall be provided with hot and cold water and connected to an approved water supply (R306.4) 10. Automatic garage door openers, if provided, shall be listed in accordance with UL 325. (R309.4) 11. Los Angeles City Electrical Test Lab Research Report is required to use an electro-mechanical lift for provided parking spaces. 12. “A maintenance of vehicle lift system (2-levels or more) affidavit” shall be approved and recorded prior to issuing a building permit. 13. A minimum of 50 percent of the nonhazardous construction and demolition waste shall be recycle and/or salvage for reuse in accordance with California Green Building Standards Code, Chapter 4 Division 4.4. (R324) 14. Finish materials including adhesives, sealants, caulks, paints and coating, aerosol paints and systems and composite wood products shall meet the volatile organic compound (VOC) emission limits in accordance with the California Green Building Standards Code, Chapter 4 Division 4.5. (R330) 15. When a vapor retarder is required, a capillary break shall be installed in accordance with the California Green Building Standards Code, Chapter 4, Division 4.5. (R506.2.3.1) 16. Annular space around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall be protected against the passage of rodents by closing such openings in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4. (R602.3.4.1) 17. The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. A separate electrical permit is required. 18. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for the future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code. 19. A copy of the construction documents or a comparable document indicating the information from Energy Code Sections 110.10(b) through 110.10(c) shall be provided to the occupant. 20. For projects that include landscape work, the Landscape Certification, Form GRN 12, shall be completed prior to final inspection approval. 21. Check vavles or anti-drain valves are required on all sprinkler heads where low point drawing could occur. 22. A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes. 23. A Certificate of Completion shall be filled out and certified by either the designer of the landscape plans, irrigation plans, or the licensed landscape contractor for the project. 24. A minimum 3-inch layer of mulch shall be applied on all exposed soil surfaces of planting ares except turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is conraindicated. 25. For soils less than 6% organic matter in the top 6 inches of soil, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. 26. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hookup. The construction shall not be within ten feet of any power lines-wheter or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 27. An approved Seismic Gas Shutoff Valve will be installed on the fuel gas line on the down stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping.(Per Oridinance 170,158) ( Includes Commercial additions and TI work over $10,000.) Separate plumbing permit is required. 28. Provide ultra low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 29. Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbent surface to height not less than 70 inches above the drain inlet. Section 1210.2.3 Use of water-resistant gypsum backing board shall be as stated in Section 2509.3 30. Water heaters must be strapped to a wall (Sec. 507.3, UPC) 31. Unit Skylights shall be labeled by a LA City Approved Labeling Agency. Such label shall state the approved labeling agency name, produc designation and performance grade rating (research report not required.) 2405.5 32. A copy of the evaluation report and/or conditions of listing shall be made available at the job site. 33. Accessible Route of Travel is defined as "a continuous and unobstructed path connecting all accessible elements and spaces in an accessible building or facility that can be negotiated by a person with a severe disability using a wheelchair and that is also safe for usable by persons with other disabilities." 34. Except within individual dwelling units, an accessible route of travel shall not pass through kithcens, storage rooms, restrooms, closets or other spaces used for similar spaces. (1119A.1) 35. Interior and exterior stairways along accessible route are required to be accessible. (1123A.1, 1115A.1 )

BUILDING PLANNING AND DESIGN

ADDRESS:

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

INDEX

DYNAMIC VIEW LLC

LEGAL DESCRIPTION

JOB NO: DATE:

1518 7/15/2016

DRAWN: VICINITY MAP

T.N.

CHECKED: SCALE:

N/A N.T.S.

A-0.1

REVISIONS

OWNER:

REZA AGHAEE

7/15/2016

ADJACENT PROPERTY

PROJECT ADDRESS:

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

LOT A

MIN. 2% SLOPE

PERMEABLE PAVEMENT

SETBACK 15' - 0''

18' - 2"

ELEVATOR

18' - 2"

2% MIN.

BLOCK FENCE WALL

PLANTER AREA: 84 SQ FT

14' - 3" 2% MIN. MIN. 2% SLOPE

IRRIGATION CONTROLLER AUTOMATIC WEATHER

MIN. 2% SLOPE

4" DIAMETER OVERFLOW PIPE STREET

MIN. 2% SLOPE

PROPERTY LINE 162.73'

(E) SINGLE FAMILY DWELLING

ADJACENT PROPERTY LOT B

BUILDING PLANNING AND DESIGN

(E) ACCESSOR STRUCTURE

DYNAMIC VIEW LLC

4' - 4"

BLOCK FENCE WALL MIN. 2% SLOPE

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

PLANTER AREA: 34 SQ FT

ROOF AREA: TOTAL ROOF 2,355 AREA:SQ 2,355 FT SQ FT (INCLUDING OPEN BALCONY SQ FT)

4' - 0" (N) LANDSCAPE MIN. 50% OF FRONT YARD 8' - 7"

OPEN BALCONY AREA: 59 SQ FT

5' - 11"

PROPERTY LINE - 33.46'

SIDEWALK

FRONT YARD PERMEABLE PAVEMENT AREA: 125 SQ FT

SITE PLAN

PERMEABLE PAVEMENT AREA: 2,407 SQ FT

PROPERTY LINE - 33'-6"

PERMEABLE PAVEMENT

2' - 6"

PERMEABLE PAVEMENT

MIN. 2% SLOPE

BLOCK FENCE WALL

10' - 0"

DRIVEWAY

MIN. 2% SLOPE

130' - 11"

GRASS

10224 HILLHAVEN AVE

PROPERTY LINE 162.73'

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN: SITE PLAN 1 3/16" = 1'-0"

N/A

CHECKED: SCALE:

3/16" = 1'

A-1.0

REVISIONS

PERMEABLE PAVEMENT

PERMEABLE PAVEMENT AREA: 2,407 SQ FT

2% MIN. SLOPE

PERMEABLE PAVEMENT

2% MIN. SLOPE

PERMEABLE PAVEMENT

2% MIN. SLOPE

OWNER:

PERMEABLE PAVEMENT

REZA AGHAEE

7/15/2016

2% MIN. SLOPE

OPEN BALCONY AREA: 59 SQ FT

FUTURE SOLAR PANEL INSTALL

INVERTER IN PARKING (SEE A-2.0)

BALCONY DRAINAGE 1 : 12

1 : 12

5" DIAMETER DOWNSPOUT

1 : 12

ROOF DRAIN CONNECTED TO DOWNSPOUT

2% MIN. SLOPE

130' - 4"

14' - 3" 2% MIN. SLOPE

2% MIN. 4" DIAMETER OVERFLOW PIPE STREET

ROOF PLAN

ROOF PLAN 3/16" = 1'-0"

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

PLANTER AREA: 84 SQ FT

5' - 11"

1 : 12

2' - 6"

4' - 1"

ROOF DRAIN CONNECTED TO DOWNSPOUT

AREA = 575 SQ FT

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

10' - 7"

FUTURE SOLAR PANEL INSTALL

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

SOLAR ZONE AREA = 575 SQ FT FUTURE SOLAR PANEL INSTALL

PROJECT ADDRESS:

1 : 12

115' - 1"

1 : 12

PLANTER AREA: 34 SQ FT

PLUMBING PATH FROM SOLAR ZONE TO THE WATER-HEATING SYSTEM

J-BOX BETWEEN MODULE AND ROOF

2% MIN.

8' - 7"

DOWNSPOUT DRAINAGE AREA: 1,675 SQ FT

1 : 12

(INCLUDING OPEN BALCONY SQ FT)

TOTAL ROOF AREA: 2,355 SQ FT

BERRIDGE METAL ROOFING Roofing - TEE-PANEL Color: NATURAL WHITE Solar Reflectance = 0.76 Thermal Emittance = 0.84 SRI: 93

SOLAR WATER HEATING SYSTEM BELOW

5" DIAMETER DOWNSPOUT

2% MIN. SLOPE

ROOF AREA: 2,296DWSQ FT

:1 2

DW DOWNSPOUT DRAINAGE AREA: 680 SQ FT

17' - 7"

DC WIRE RUN: DC RUN WILL GO THROUGH ALL THE FLOORS AND WILL POP OUT IN THE ELECTRICAL ROOM ON THE PARKING FLOOR PLAN WHERE THE INVERTER IS LOCATED.

4' - 0"

5' - 0"

FRONT YARD PERMEABLE PAVEMENT AREA: 125 SQ FT

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: SCALE:

3/16" = 1'

A-1.1

REVISIONS

PROJECT ADDRESS:

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

OWNER:

REZA AGHAEE

7/15/2016

6 5' - 0"

PLANTER AREA: 84 SQ FT

1' - 6"

6 LEGEND

CODE

SIZE

3'h x 3'w

APRICOT MALLOW

QUANTITY

2'h x 2'w

HUMMINGBIRD SAGE

1-2'h x 2'w

EVENING PRIMROSE

15g

CHINESE PISTACHE

PERMEABLE PAVEMENT AREA: 2,418 SQ FT PLANTER BOX AREA: 107 SQ FT FRONT YARD PERMEABLE PAVEMENT AREA: 125 SQ FT FRONT YARD SOFT AREA: 116 SQ FT APRICOT MALLOW

HUMMINGBIRD SAGE

EVENING PRIMROSE

CHINESE PISTACHE

BUILDING PLANNING AND DESIGN

PLANT SELECTION PLANT NAME

14' - 3"

3' - 8"

4' - 4"

3' - 8"

4' - 4"

DYNAMIC VIEW LLC

IRRIGATION CONTROLLER AUTOMATIC WEATHER

15' - 0"

5' - 11"

COMPACT STALL

'20

7' - 6"

BOLLARD AND SIGN POST

'20

STANDARD STALL

11' - 6"

7' - 5"

8' - 2"

STANDARD STALL

FIRE RATED STEEL COLUMN

18' - 7"

8' - 4"

15' - 8"

15 GALLON TREE 6" MININUM

LANDSCAPE PLAN

5 DRIVEWAY 28' - 0"

14' - 8"

PEDESTAL MOUNTED CHARGING EQUIPMENT

9' - 10"

PLANTER AREA: 34 SQ FT

4' - 10"

6' - 8"

PERMEABLE PAVEMENT

14' - 8"

Ã¸ 5' - 0"

5' - 6"

8' - 7"

18' - 7"

PERMEABLE PAVEMENT

DRIVEWAY

PEDESTAL MOUNTED CHARGING EQUIPMENT

A SIDEWALK

29' - 0"

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

26' - 9"

TRASH ROOM 50 S.F.

PERMEABLE PAVEMENT AREA: 2,407 SQ FT

4' - 2"

4' - 0"

16' - 0"

STANDARD STALL

10' - 0"

DRIVEWAY

PERMEABLE PAVEMENT

DRIVEWAY

FRONT YARD

COMPACT STALL

PERMEABLE PAVEMENT

PAVEMENT 15'PERMEABLE - 0" AREA: 125 SQ FT

GRASS

10224 HILLHAVEN AVE

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN: LANDSCAPE PLAN 1 3/16" = 1'-0"

N/A

CHECKED: SCALE:

3/16" = 1'

A-1.2

REVISIONS

P.L. (FRONT)

162' - 1"

7/15/2016

OWNER:

REZA AGHAEE

P.L. (REAR)

TOP OF RETAINING WALL

805 SQ FT UNDERGROUND

146' - 10"

PROJECT ADDRESS:

LINE

NORTH SIDE GRADING 3/16" = 1'-0"

P.L. (FRONT)

P.L. (REAR)

162' - 1"

GRADING PLAN

NATURAL GRA DE

10' - 3"

1087 SQ FT PARKING

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

PARKING LOT HEIGHT

TOP OF RETAINING WALL

DE NATURAL GRA

LINE

805 SQ FT UNDERGROUND DE NATURAL GRA

LINE

10' - 3"

PARKING LOT HEIGHT

1087 SQ FT PARKING

LINE

SOUTH SIDE GRADING 3/16" = 1'-0" P.L.

33' - 6"

P.L.

33' - 6"

P.L.

RETAINING WALL

13' - 0"

419 SQ FT UNDERGROUND

EAST SIDE GRADING 3/16" = 1'-0"

1087 SQ FT

805 SQ FT

1087 SQ FT

EAST SIDE:

242 SQ FT

419 SQ FT

WEST SIDE:

38 SQ FT

348 SQ FT

1,890 SQ FT

2,941 SQ FT 1518

JOB NO: 348 SQ FT UNDERGROUND

38 SQ FT PARKING

805 SQ FT

SOUTH SIDE:

TOTAL:

1' - 2" 7' - 6"

242 SQ FT PARKING

RETAINING WALL

NORTH SIDE:

7' - 6"

PARKING LOT HEIGHT

PARKING SQ FT

BUILDING PLANNING AND DESIGN

UNDERGROUND SQ FT

DYNAMIC VIEW LLC

GRADING PLAN

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

DE NATURAL GRA

WEST SIDE GRADING 3/16" = 1'-0"

GRADING PERCENTAGE:

1,890 SQ FT / 2,941 SQ FT = .642 = 64%

DATE:

7/15/2016 T.N.

DRAWN: 64% > 60% OF REQUIRED GRADING TOTAL

N/A

CHECKED: SCALE:

3/16" = 1'

A-1.3

REVISIONS

PERMEABLE PAVEMENT

6 5' - 0"

3' - 8"

4' - 4"

1' - 6"

14' - 3" 2% MIN. 4" DIAMETER OVERFLOW PIPE STREET

NOTES THE ELECTRICAL SYTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCE CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

PARKING PLAN 3/16" = 1'-0"

THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CAPABLE IN ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE.

2, 118 SQ FT 2,543

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

'20

PARKING PLAN

BOLLARD AND SIGN POST

7' - 6"

'20

STANDARD STALL

DAS BOX INVERTER SOLAR SERVICE DISCONNECT UTILITY METER MAIN PANELBOARD UTILITY DISCONNECT PRODUCTION METER

5' - 11"

STANDARD STALL

18' - 7" FIRE RATED STEEL COLUMN

13' - 7"

7' - 5"

15' - 8"

PLANTER AREA: 84 SQ FT

3' - 8"

3' - 6"

ELECTRICAL ROOM

4' - 6"

8' - 2"

11' - 6"

2% MIN. 15' - 0"

SOLAR HEATING SYSTEM

5' - 9"

4' - 10"

40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL BRANCH IS REQUIRED.

Ã¸ 5' - 0"

6' - 8"

PEDESTAL MOUNTED CHARGING EQUIPMENT

WATER HEATER SYSTEM

STANDARD STALL

9' - 10"

PLANTER AREA: 34 SQ FT

TRASH ROOM 50 S.F.

40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL BRANCH IS REQUIRED.

8' - 4"

REZA AGHAEE

DRIVEWAY 28' - 0"

14' - 8"

OWNER:

14' - 8"

PEDESTAL MOUNTED CHARGING EQUIPMENT

4' - 0"

8' - 7"

29' - 0"

PERMEABLE PAVEMENT

DRIVEWAY

PROJECT ADDRESS:

26' - 9"

7/15/2016

16' - 0"

PERMEABLE PAVEMENT AREA: 2,407 SQ FT

2' - 6"

FRONT YARD PERMEABLE PAVEMENT AREA: 125 SQ FT

15' - 0"

18' - 7"

10224 HILLHAVEN AVE

DRIVEWAY

PERMEABLE PAVEMENT 10' - 0"

PERMEABLE PAVEMENT

COMPACT STALL

JOB NO: DATE:

1518 7/15/2016

DRAWN:

T.N.

CHECKED: SCALE:

N/A 3/16" = 1'

A-2.0

REVISIONS 7/15/2016

28' - 0"

CONCRETE DRIVEWAY OPEN TO SKY 26' - 2"

4' - 0"

10' - 11"

5' - 7" 2' - 2"

23' - 11"

11' - 8"

4' - 3"

3' - 1"

4' - 0"

10' - 4"

ø 5' - 0"

3' - 0" 1' - 2" 3' - 0"

10' - 2"

4' - 0"

29' - 6"

28' - 10"

22' - 4"

4' - 0"

10' - 10"

3' - 0"

9' - 2"

CONCRETE DRIVEWAY OPEN TO SKY

5' - 0"

2' - 11"

5' - 0"

2' - 5"

5' - 0"

2' - 11"

5' - 0"

6' - 2"

8' - 10"

5' - 0"

2' - 4"

8' - 2"

S2 2' - 4"

14' - 2"

5' - 0"

13' - 2"

5' - 0"

3' - 6"

5' - 0"

13' - 9"

5' - 0"

6 LEGEND

SECOND FLOOR PLAN 3 3/16" = 1'-0"

NEW INTERIOR WALL 1HR FIRE RATED AND SOUND W/ STC. 50L 1HR FIRE RATED WALL

RETAINING WALL

CARBON MONOXIDE

SMOKE DETECTOR

ENERGY STAR FAN EXHAUST WITH HUMIDITY CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

12' - 6"

BUILDING PLANNING AND DESIGN

5' - 0"

DYNAMIC VIEW LLC

5' - 0"

2' - 11"

12' - 9"

11' - 7"

2' - 4"

5' - 0"

8' - 10"

3' - 0"

2' - 4"

17' - 7"

3' - 4"

6' - 6"

2' - 4"

S2 1

8' - 5"

2' - 4"

5' - 0" S

0' - 6"

5' - 0"

6' - 0"

17' - 7"

8' - 10"

2' - 4"

6' - 7"

3' - 0"

6' - 0"

5' - 0"

6' - 0"

11' - 6"

6' - 0"

CONCRETE DRIVEWAY OPEN TO SKY

13' - 8"

FIRST & SECOND FLOOR PLAN

FIRST FLOOR PLAN 3/16" = 1'-0"

11' - 7"

11' - 3"

28' - 6"

3' - 0"

3' - 8"

3' - 0" UP

3' - 0"

DN 13' - 8"

28' - 5"

11' - 8"

3' - 0"

5' - 0"

3' - 0"

11' - 8" ø 5' - 0"

ø 5' - 0"

3' - 0" 3' - 0"

3' - 2"

3' - 0"

11' - 8"

3' - 0"

TRASH SHOOT

3' - 2"

13' - 6"

REZA AGHAEE

14' - 8"

4' - 0"

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

43' - 9" 26' - 3"

OWNER:

26' - 9" CONCRETE DRIVEWAY OPEN TO SKY 4' - 0"

25' - 4"

PROJECT ADDRESS:

10' - 0"

16' - 0"

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8" = 1'-0"

A-2.1

REVISIONS

7' - 1"

24' - 3"

-0

-6

FIRST & SECOND FLOOR EGRESS PLAN

3' - 8"

88' - 2"

FIRST FLOOR PLAN EGRESS 3/16" = 1'-0"

CONCRETE DRIVEWAY OPEN TO SKY

11' -8

S2 9' - 0"

LEGEND NEW INTERIOR WALL 1HR FIRE RATED AND SOUND W/ STC. 50L 1HR FIRE RATED WALL

RETAINING WALL

CARBON MONOXIDE

SMOKE DETECTOR

ENERGY STAR FAN EXHAUST WITH HUMIDITY CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

SECOND FLOOR PLAN EGRESS 3/16" = 1'-0"

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

REZA AGHAEE

ø 5' - 0"

3' - 0"

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

ø 5' - 0"

9' - 3"

OWNER:

10' - 3"

10' - 0"

PROJECT ADDRESS:

CONCRETE DRIVEWAY OPEN TO SKY

ø 5' - 0"

10' - 0"

7/15/2016

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: SCALE:

3/16" = 1'-0"

A-2.2

REVISIONS

REZA AGHAEE

1' - 6"

3' - 8"

7' - 6"

COMPACT STALL

BOLLARD AND SIGN POST

COMPACT STALL

7' - 5"

1' - 5"

STANDARD STALL

8' - 2"

6' - 8"

FIRE RATED STEEL COLUMN

4' - 10"

11' - 6"

FIRE SPRINKLER PARKING 3/16" = 1'-0"

7' - 5"

12' - 4"

FIRE SPRINKLER FLOOR PLANS

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

Ã¸ 5' - 0"

OWNER:

PEDESTAL MOUNTED CHARGING EQUIPMENT

PROJECT ADDRESS:

GARAGE AREA 4,185 SF 9' - 10"

4' - 1"

DRIVEWAY

TRASH ROOM 50 S.F.

UNCOLORED CONCRETE WTH SMOOTH CEMENT FINISH

DRIVEWAY

UNCOLORED CONCRETE WTH SMOOTH CEMENT FINISH

STANDARD STALL

10224 HILLHAVEN AVE

DRIVEWAY

8' - 4"

10' - 0"

7/15/2016

FIRE SPRINKLER FIRST FLOOR 3/16" = 1'-0"

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN: FIRE SPRINKLER SECOND FLOOR PLAN 3 3/16" = 1'-0"

N/A

CHECKED: SCALE:

3/16" = 1'-0"

A-2.3

REVISIONS

A P.L.

P.L.

17' - 9"

TOP OF ROOF 33' - 0"

5" DIAMETER DOWNSPOUT

CEILING 29' - 0"

REZA AGHAEE

B P.L.

CEILING 29' - 0"

ELEVATIONS FRONT & BACK

P.L.

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

OWNER:

PROJECT ADDRESS:

7/15/2016

4 LOFT 21' - 0"

SECOND FLOOR PLAN 19' - 0" 33' - 1"

SECOND FLOOR PLAN 19' - 0"

FIRST FLOOR PLAN 10' - 0"

FIRST FLOOR PLAN

GLASS RAILING 4' - 4"

3' - 8"

10' - 0"

DRIVEWAY OPEN TO SKY

2' - 6"

(OPEN)

PLANTER

DRIVEWAY OPEN TO SKY

10' - 0"

PLANTER

PARKING PLAN 0' - 0"

EAST 1/4" = 1'-0"

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

WEST 1/4" = 1'-0"

DYNAMIC VIEW LLC

PARKING PLAN 0' - 0"

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/4" = 1'-0"

A-3.0

REVISIONS

4A 6

P.L. (REAR) 15' - 8"

7/15/2016

2' - 3"

43' - 9" 28' - 0"

14' - 8"

P.L. (FRONT)

1 15' - 0"

PARAPET

26' - 9"

16' - 0"

TOP OF ROOF 33' - 0" 5" DIAMETER DOWNSPOUT

OWNER:

REZA AGHAEE 10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

CEILING 29' - 0"

GLASS PANEL RAILING

PROJECT ADDRESS:

5" DIAMETER DOWNSPOUT

4 LOFT 21' - 0" SECOND FLOOR PLAN 19' - 0"

FIRST FLOOR PLAN 10' - 0"

3' - 3"

(OPEN)

PARKING PLAN 0' - 0"

ELEVATION NORTH & SOUTH

PLANTER

3' - 3"

PLANTER

NORTH 3/16" = 1'-0"

4 P.L. (FRONT)

15' - 0" 16' - 0"

PARAPET

26' - 9"

43' - 9"

2' - 3" 14' - 8"

15' - 8"

28' - 0"

P.L. (REAR)

TOP OF ROOF 33' - 0" CEILING 29' - 0"

5" DIAMETER DOWNSPOUT

4 LOFT 21' - 0" SECOND FLOOR PLAN 19' - 0"

PARKING PLAN 0' - 0"

3' - 3"

PLANTER

(OPEN)

3' - 3"

(OPEN)

PLANTER

BUILDING PLANNING AND DESIGN

FIRST FLOOR PLAN

10' - 0"

DYNAMIC VIEW LLC

GLASS PANEL RAILING

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

ONE HOUR FIRE RATED

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: 1

SOUTH 3/16" = 1'-0"

SCALE:

3/16" = 1'-0"

A-3.1

REVISIONS 7/15/2016

OWNER:

REZA AGHAEE

ATTIC FOR HVAC

NO CEILING

ATTIC FOR HVAC

NO CEILING

SECTIONS 4

A-4.1

DW 1 A-4.0

LEGEND 2

SECTION CUT REFERENCE 1/8" = 1'-0"

BUILDING PLANNING AND DESIGN

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

Section 1 3/16" = 1'-0"

DYNAMIC VIEW LLC

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

ATTIC FOR HVAC

NO CEILING

32' - 8"

NO CEILING

PROJECT ADDRESS:

ATTIC FOR HVAC

1518

JOB NO: DATE:

7/15/2016 T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8" = 1'-0"

A-4.0

3 Section 4 3/16" = 1'-0"

OWNER:

Section 2 3/16" = 1'-0" 2

Section 3 3/16" = 1'-0"

Section 5 3/16" = 1'-0"

SECTIONS

PROJECT ADDRESS:

A B REZA AGHAEE

10224 HILLHAVEN AVE. LOS ANGELES, CA 91042

DATE:

SCALE:

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

REVISIONS 7/15/2016

JOB NO: 7/15/2016

1518

DRAWN:

CHECKED:

T.N.

3/16 = 1'-0''

N/A

A-4.1

SCALE:

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC COVER PAGE

2820 HARMONY PLACE LA CRESENTA, CA 91214 APN: 5866-019-003

PROJECT ADDRESS:

ZAREH HACOPIAN

OWNER: REVISIONS

JOB NO:

DATE: 7/2/2016

1534

DRAWN: T.N.

CHECKED: A.N.

1/8" = 1'-0"

A-0

REVISIONS GENERAL NOTES

5866-019-003

LOT:

TRACT:

628O

2. WHEN WORK IS WITHIN A CONTRACT CITY, THE CONTRACTOR MUST CONTACT THE DIRECTOR OF PUBLIC WORKS OF THAT CITY TO DETERMINE THE LOCATION OF PAY THE INSPECTION DEPOSIT.

22. ALL BACKFILL AND FILLS WITHIN STREET RIGHT OF WAY SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 306-1.3.4 OF THE STANDARD SPECIFICATIONS AND PER CITYOF WEST COVINA STANDARD PLAN A-151A AND ORD. NO. 2083 UNLESS OTHERWISE NOTED AND INSPECTED BYTHE DEPARTMENT. CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 24 HOURS IN ADVANCE FOR SOIL TESTING AS REQUIRED BY THE INSPECTOR.

3. THE CONTRACTOR SHALL CONTACT THE DISTRCIT OFFICE LISTED ON THE “APPLICATION FOR STORM DRAIN CONSTRUCTION INSPECTION FORM I” TO ARRANGE FOR AN ACCEPTABLE CONSTRUCTION START DATE. 4. APPROVAL OF THIS PLAN BY THE COUNTY OF LOS ANGELES DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION, OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.

PROJECT STATISTICS

23.

8,463 SQ FT

ALLOWABLE FAR:

40% = .4 X 8,463 = 3,385.2 SQ FT

6. THE CONTRACTOR’S ATTENTION IS DIRECTED IN SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS AND SHALL CONFORM TO THE “MINIMUM PUBLIC SAFETY REQUIREMENTS” AS SHOWN ON LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 6008-1.

PROPOSED FAR:

2,524 SQ FT= 2,524/8,463 = 30% FAR

ELEVATIONS ARE IN FEET ABOVE U.S.C. AND G.S. MEAN SEA LEVEL DATUM OF 1929, UNLESS OTHERWISE INDICATED.

ZONING:

R-1

NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.

CONSTRUCTION TYPE:

TYPE V-B

NUMBER OF STORIES:

1 STORY

9. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I UNLESS OTHERWISE NOTED.

EXISTING GARAGE:

387 SQ FT

EXISTING HOUSE:

1296 SQ FT

NEW ADDITION TO THE MAIN DUELLING:

429 SQ FT

NEW SDU:

799 SQ FT

VICINITY MAP

HEIGHT OF THE BUILDING: 16' - 5" FT

LEGEND

SCOPE OF WORK

+ 429 SQ.FT. ADDITIONAL TO THE MAIN DUELLING. + (N) 799 SQ.FT. SECOND DUELLING UNIT IN THE REAR OF THE PROPERTY.

24.

ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE 2-1/2 INCH CLEARANCE UNLESS OTHERWISE SPECIFIED.

12.

REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL PER A.S.T.M. A-615-GRADE 60.

13.

ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE “MANUAL OF STANDARD PRACTICE”.

14.

DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE OF STEEL UNLESS OTHERWISE NOTED.

15.

ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18” WHICHEVER IS GREATER.

26.

(E) HOUSE

28. ALL REFERENCES ON THIS PLAN TO THE COUNTY ENGINEER, ROAD DEPARTMENT, OR FLOOD CONTROL DISTRICT SHALL APPLY TO THE APPROPRIATE ELEMENTS OF THE DEPARTMENT OF PUBLIC WORKS. 29.

31. ALL OPENINGS RESULTING FROM THE CUTTING OR PARIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE SEALED WITH 8 INCHES OF BRICK AND MORTAR OR 6 INCHES OF CONCRETE, UNLESS OTHERWISE SHOWN. 32. MANHOLES SHALL USE THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 630 FIR TGE “FRAME AND COVER” AND NO.635 FOR THE “STANDARD DROP STEP”.

ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4:” CHAMFER.

33. THIS STORM DRAIN WILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL THE STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE AND THE SYSTEM CLEANED TO SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 34.

19. CONCRETE BACKFILL IS REQUIRED WHEN THE PIPE HAS LESS THAN ONE FOOT OF COVER. THE CONCRETE BACKFILL SHALL CONSIST OF 1:3:5 MIX, PORTLAND CEMENT CONCRETE POURED FROM WALL TO WALL OF TRENCH AND FROM BOTTOM OF TRENCH TO A MINIMUM OF 4 INCHES OVER THE TOP OF THE PIPE.

SHEET INDEX

EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

30. WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224, UNLESS OTHERWISE INDICATED.

18. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE MEASURED VERTICALLY OR HORIZONTALLY AND PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE CENTER LINE OF CONSTRUCTION. (N) ADDITION

ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED PER THE STREET PLANS.

27. THE CONTRACTOR SHALL PROVIDE TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS A SYSTEM FOR CONTRIBUTORY DRAINAGE TO BE OPERABLE AT ALL TIMES UNTIL THIS STORM DRAIN SYSTEM IS ACCEPTED FOR MAINTENANCE. THIS MAY HAVE TO BE DESIGNED BY A CIVIL ENGINEER.

16. ALL CONSTRUCTION JOINTS IN THE FOOTING OR SLABS AND WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 17.

PIPE SHALL BE EMBEDDED 5’ INCHES INTO ALL STRUCTURES INCLUDING INLET AND OUTLET HEADWALLS, UNLESS OTHERWISE SPECIFIED.

25. “UNLESS OTHERWISE SPECIFIED IN THE PROFILE ON THESE PLANS, THE PIPE SHALL BE MANUFACTURED WITH A MINIMUM CONCRETE COVER OVER THE STEEL IN THE INVERT OF 0.75 INCHES FOR RCP UP TO 96 INCHES IN DIAMETER AND 1.25 INCHES FOR PIPE GREATER THAN 96 INCHES IN DIAMETER”.

10. TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL) TO THE CONDUIT CENTER LINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 11.

PIPE BEDDING SHALL BE:

ACCORDING TO STANDARD DRAWING NO.3080; CASE III, EXCEPT BELL AND SPIGOT PIPE WHICH SHALL HE CASE II BEDDING, UNLESS OTHERWISE SHOWN. “W” VALUES SHALL BE AS SPECIFIED ON STANDARD DRAWING NO. 3080 FOR CASE III BEDDING, NOTE 3 (A), 3 (B), AND 3 (C). IF THE “W” VALUE AT THE TOP OF THE PIPE IS EXCEEDED, THE BEDDING SHALL BE MODIFIED, AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE DEPARTMENT.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE “STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, “INCLUDING SUPPLEMENTS AND SHALL BE PROSECUTED ONLY IN THE PRESENCE OF THE DIRECTOR OF PUBLIC WORKS.

LOT SIZE:

21. ALL BACKFILL AND FILLS OUTSIDE OF STREET RIGHT OF WAY SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SOIL COMPACTION TEST D 1557-91 METHOD “D” UNLESS OTHERWISE SPECIFIED. THIS SHALL BE CERTIFIED BY A SOILS ENGINEER. THIS CERTIFICATION SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS AND THE CITY ENGINEER – CITY OF WEST COVINA, PRIOR TO ACCEPTANCE OF THE WORK BY THE COUNTY AND THE CITY.

ZAREH HACOPIAN

APN:

7/2/2016

20. ALL PIPES SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST 3 FEET ABOVE THE TOP OF THE PIPE ELEVATION, OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS.

2820 HARMONY PLACE LA CRESENTA, CA 91214 APN: 5866-019-003

2820 HARMONY PL, LA CRESCENTA, CA 91214

A PERMIT SHALL BE OBTAINED AND A DEPOSIT PAID TO THE DEPARTMENT OF PUBLIC WORKS AT THE PERMIT COUNTER, 900 SOUTH FREMONT AVENUE 8TH FLOOR, ALHAMBRA AT LEAST 72 HOURS PRIOR TO STARTING WORK UNDER THIS CONTRACT. COPIES OF ALL OTHER REQUIRED PERMITS, SUCH AS FLOOD CONTROL DISTRICT AND ROAD EXCAVATION, MUST BE FILED WITH THE PERMIT APPLICATION.

OWNER:

ADDRESS:

PROJECT ADDRESS:

LEGAL DESCRIPTION

THE LATEST REVISED STANDARD PLAN OR DRAWING SHALL BE USED UNLESS OTHERWISE SPECIFICALLY NOTED.

35. AN NPDES PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD IS REQUIRED BEFOR ANY DISCHARGE OF NON-STORM WATER INTO THE STORM DRAIN IS ALLOWED.

SITE PLAN

(E) GARAGE A-0

COVER PAGE

A-1

SITE PLAN

A-2.0

DEMOLITION PLAN

A-2.1

PROPOSED FLOOR PLAN

A-2.2

PROPOSED SDU FLOOR PLAN

A-3

ELEVATIONS

A-4

SECTIONS

DEMO WALLS

ADJACENT PROPERTY

(N)

(E)

SI DE W AL K

-6' - 0"

-2' - 6"

PROPERTY LINE: 186'

ADJACENT PROPERTY

A-1

BUILDING PLANNING AND DESIGN

PL AC E ON Y RM HA

-6' - 0"

4' - 11"

5' - 6"

-10' - 0"

LI NE : 9°

DRIVEWAY

52.5

(N) ADDITION 17 SQ FT

39' - 9"

-13' - 0"

PR OP ER TY

(N) BALCONY

-0

(N) UNCOVERED PARKING SDU

23' - 7"

(E) HOUSE 1296 SQ FT

DEMO EXISTING WALL

(N) SDU 799 SQ FT

(E) GARAGE 387 SQ FT DEMO EXISTING WALL

45' - 5"

15 '-

PR OP ER TY

LI NE :

56 '

(N) ADDITION 412 SQ FT

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

12' - 8"

DYNAMIC VIEW LLC

4' - 2"

PROPERTY LINE: 186'

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

JOB NO:

1534

DATE:

7/2/2016

DRAWN:

T.N.

CHECKED:

A.N.

SCALE:

1/8" = 1'-0"

A-1

REVISIONS

OWNER:

ZAREH HACOPIAN

7/2/2016

9' - 5"

18' - 5" 16

10' - 0"

10' - 11"

23' - 7"

11' - 10" 6' - 0"

BATHROOM

6' - 0"

11' - 3"

7' - 2"

6' - 4"

4' - 2"

3' - 3"

4' - 1" 1' - 10"

12' - 5"

BEDROOM KITCHEN

11' - 10"

10' - 10"

OFFICE

6' - 0"

15' - 8"

22' - 11"

4' - 0"

23' - 6"

BATHROOM

12' - 8"

6' - 0"

7' - 2"

10' - 0"

LEGEND DEMOLITION FLOOR PLAN

EXISTING WALL

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

DEMOLITION WALL

BUILDING PLANNING AND DESIGN

A-2.0

DYNAMIC VIEW LLC

31' - 9"

EXISTING FLOOR PLAN

16' - 5"

23' - 2"

23' - 4"

7' - 0"

LIVING ROOM

20' - 3"

GARAGE

BEDROOM

11' - 8"

BEDROOM

15' - 7"

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

PROJECT ADDRESS:

38' - 2" 10' - 5"

2820 HARMONY PLACE LA CRESENTA, CA 91214

19' - 7"

JOB NO: DATE:

1534 7/2/2016

DRAWN:

T.N.

CHECKED: SCALE:

A.N. 1/4" = 1'-0"

A-2.0

REVISIONS 7/2/2016

14' - 10"

6' - 3"

18' - 5"

OWNER:

3' - 11"

3' - 1"

10' - 11"

15' - 7"

8' - 2"

6' - 4"

3' - 1"

1' - 11"

(E)

17' - 0"

ZAREH HACOPIAN

52' - 1" 8' - 8"

3' - 1"

MASTER

LAUNDRY

2' - 4"

5' - 9" 30' - 11"

6' - 0"

2' - 4"

34' - 7"

6' - 0"

-8

4 4' - 1" 13' - 5" 2' - 3"

(E)

12' - 5"

(E)

12' - 5"

-6

12' - 10"

2' - 9"

7' - 8"

(N) BALCONY

3' - 11"

BATH

KITCHEN BATH

(E)

(E) HOUSE (E)

3' - 10"

3' - 11"

7' - 0"

2' - 11"

2' - 6"

3' - 8"

2' - 5"

2' - 10"

2' - 4"

Mark

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

(E) 1 3 4

Height 6' - 8" 6' - 8" 6' - 8" 6' - 8"

Width

4' - 11"

LEGEND

Window Schedule Comments EXISTING

2' - 4" 6' - 7" 5' - 8"

5' - 10" 22' - 11"

Door Schedule

PROPOSED MAIN DWELLING

(E)

12' - 2"

31' - 5"

A-2.1

7' - 7"

15' - 8"

Mark (E) 1 2

Height

3' - 5" 1' - 10"

Width

3' - 11" 2' - 11"

Comments EXISTING ADDITION ADDITION

SMOKE DETECTOR & CARBON MONOXIDE ALARM W/ BATTERY BACK UP ENERGY STAR RATED, HUMIDISTAT CONTROLLED 50 CFM EXHAUST FAN DUCTED TO THE OUTDOOR W/ R-4.2 INSULATION VALUE FOR LOUVERS OR COVERS

EXISTING WALL

NEW WALL

BUILDING PLANNING AND DESIGN

(N) ADDITION

(E)

6' - 0"

(E)

DYNAMIC VIEW LLC

12' - 8"

11' - 10"

11' - 0"

5' - 0"

2' - 1"

12' - 6"

6' - 1"

DINING

CLOSET

3' - 8"

(E)

4' - 4"

6' - 10"

BEDROOM

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

2' - 1"

13' - 7"

(E)

-6

2' - 4"

1' - 0" 7' - 3"

PROPOSED MAIN HOUSE FLOOR PLAN

3' - 8"

BATH

6' - 0"

8' - 8"

31' - 9"

(E)

3 6' - 7"

3' - 8"

5' - 2"

2820 HARMONY PLACE LA CRESENTA, CA 91214 APN: 5866-019-003

PROJECT ADDRESS:

(E)

LIVING

9' - 4"

BEDROOM

16' - 5"

CLOSET

1 18' - 1"

3' - 11"

18' - 11"

CLOSET

11' - 8"

JOB NO: DATE:

1534 7/2/2016

DRAWN:

T.N.

CHECKED:

A.N.

SCALE:

1/4" = 1'-0"

A-2.1

REVISIONS 7/2/2016

6' - 0"

PROPOSED SDU FLOOR PLAN

4' - 0"

2' - 2"

1 2

3' - 6" 1 14' - 11"

2' - 4"

8' - 6"

PANTRY

8' - 0"

1' - 0"

35' - 9"

BATH

14' - 7"

PROJECT ADDRESS:

21' - 9"

9' - 3"

6' - 7"

-3

BEDROOM

9' - 11"

12' - 8"

-1 1" 3'

2' - 0"

2820 HARMONY PLACE LA CRESENTA, CA 91214 APN: 5866-019-003

3' - 4"

18' - 9"

BEDROOM

2' - 4"

2' - 0"

3' - 3"

0' - 4"

OWNER:

5' - 1"

6' - 7"

" 6'

-8

3' - 11"

BATH

12' - 6"

7' - 2"

-1 1"

2' - 3"

-3

ZAREH HACOPIAN

16' - 9"

3' - 11"

12' - 0"

3' - 11"

2' - 10"

4' - 6"

KITCHEN

LIVING

2' - 9"

21' - 1" 1

1 9' - 3"

2' - 4"

3' - 1"

3' - 11"

3' - 4"

1' - 4"

2' - 11"

21' - 11"

2' - 2"

6' - 5"

LEGEND SMOKE DETECTOR & CARBON MONOXIDE ALARM W/ BATTERY BACK UP

6' - 8" 6' - 8" 6' - 8" 6' - 8"

Width

Comments EXISTING

2' - 4" 6' - 7" 5' - 8"

Mark (E) 1 2

Height

3' - 5" 1' - 10"

Width

3' - 11" 2' - 11"

Comments EXISTING ADDITION ADDITION

EXISTING WALL

NEW WALL

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

(E) 1 3 4

Height

BUILDING PLANNING AND DESIGN

Mark

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

ENERGY STAR RATED, HUMIDISTAT CONTROLLED 50 CFM EXHAUST FAN DUCTED TO THE OUTDOOR W/ R-4.2 INSULATION VALUE FOR LOUVERS OR COVERS

Window Schedule

DYNAMIC VIEW LLC

A-2.2

Door Schedule

PROPOSED SECOND DWELLING

JOB NO: DATE:

1534 7/2/2016

DRAWN:

T.N.

CHECKED:

A.N.

SCALE:

1/4" = 1'-0"

A-2.2

REVISIONS PL PL

7/2/2016

(N) SHINGLE "CLASS A" ROOFING

1' - 9"

5' - 0"

(N) STUCCO

(E) STUCCO

(N) STUCCO (N)

MAIN ROOF LEVEL 10' - 0"

OWNER:

MAIN ROOF LEVEL 10' - 0"

(E) GARAGE

(N)

ZAREH HACOPIAN

(E) ROOFING (N) SHINGLE "CLASS A" ROOFING

(N) SHINGLE "CLASS A" ROOFING

MAIN DWELLING 0' - 0"

(E)

(E) STAIRS

(N)

A-3

(N) STAIRS (N) STUCCO

(N) STUCCO

NORTH ELEVATION

PROJECT ADDRESS:

SECOND DWELLING -10' - 0"

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

(N) STAIRS

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

2820 HARMONY PLACE LA CRESENTA, CA 91214 APN: 5866-019-003

(E) STAIRS

RAMPS

PL (E) HOUSE

(N) SHINGLE "CLASS A" ROOFING

(E) ROOFING

(N) STUCCO

(N) SHINGLE "CLASS A" ROOFING

(E) STUCCO

MAIN ROOF LEVEL 10' - 0"

(E) STUCCO

(E)

ELEVATIONS

(N) ADDITION

(E) GARAGE

(N) (E)

(E)

(E) (E)

(N) (N) STAIRS

(N)

MAIN DWELLING 0' - 0"

(E) RAILING

(E) STAIRS (N)

(N) STAIRS

A-3

SECOND DWELLING -10' - 0"

(N)

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

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

PL (E) HOUSE

(N) ADDITION

(N) (E) GARAGE

(N)

(E)

(N) STUCCO

(E) STUCCO

(N) SHINGLE "CLASS A" ROOFING

(N) (E) RAMPS

SECOND DWELLING -10' - 0"

A-3

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

(N) STAIRS

(N) RAMPS

(N)

BUILDING PLANNING AND DESIGN

MAIN ROOF LEVEL 10' - 0"

DYNAMIC VIEW LLC

(N) SHINGLE "CLASS A" ROOFING

JOB NO:

1534

DATE:

7/2/2016

DRAWN:

T.N.

CHECKED:

A.N.

SCALE:

1/8" = 1'-0"

A-3

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC COVER PAGE

OWNER:

MIKE HAMIDI

PROJECT ADDRESS:

3810 FOURTH AVE. GLENDALE CA 91214

REVISIONS

9/2/2016

JOB NO:

DATE:

9/2/2016

DRAWN:

CHECKED:

SCALE:

A-0

1520 T.N.

N.T.S.

N/A

REVISIONS

EXISTING HOUSE 1 SQUARE FOOTAGE: ..................................................................................................1,002 SQ.FT. EXISTING HOUSE 2 SQUARE FOOTAGE: ..................................................................................................1,331 SQ.FT.

APN: ................................................................. 5604-007-039

- DEMOLISH EXISTING HOME

ADDRESS: ...................................................... 3810 FOUTH AVE, GLENDALE, CA, 91214

- SUBDIVIDE LOT INTO FLAG LOTS

LOT NUMBER: ................................................. 39

- BUILD (3) NEW TWO STORY SINGLE FAMILY RESIDENCE

A-0 A-1.1 A-1.2 A-1.3 A-1.4 A-1.5 A-1.6 A-1.7 A-2.1 A-2.2 A-2.3 A-3.1 A-3.2 A-3.3 A-4.1 A-4.2 A-4.3 A-5

TOTAL EXISTING FAR: (EXISTING) 2,333 / (LOT SIZE) 37,500 = 0.06 [6%] PROPOSED UNIT A SQUARE FOOTAGE: ..................................................................................................2,493 SQ.FT.

PROPOSED UNIT A FAR: (PROPOSED) 2,493 / (LOT SIZE) 12,040 = 0.20 [20%]

ZONING: .......................................................... R-1

OCCUPANCY

TRACK NUMBER: ........................................... 11575

- R1 - SINGLE FAMILY RESIDENTIAL

PROPOSED UNIT B SQUARE FOOTAGE: ..................................................................................................2,380 SQ.FT.

CONSTRUCTION TYPE

PROPOSED UNIT B FAR: (PROPOSED) 2,380 / (LOT SIZE) 9,858 = 0.24 [24%]

- TYPE V-B

PROPOSED UNIT C SQUARE FOOTAGE: .................................................................................................2,070 SQ.FT.

PROPOSED UNIT C FAR: (PROPOSED) 2,380 / (LOT SIZE) 9,858 = 0.24 [24%]

NUMBER OF STORIES

COVER SHEET SITE PLAN SITE PLAN UNIT A SITE PLAN UNIT B SITE PLAN UNIT C ROOF & SITE DRAINAGE GRADING DEMOLITION PLAN UNIT A FLOOR PLANS UNIT A ELEVATIONS UNIT A ISOMETRIC UNIT B FLOOR PLANS UNIT B ELEVATIONS UNIT B ISOMETRIC UNIT C FLOOR PLANS UNIT C ELEVATINS UNIT C ISOMETRIC SITE ISOMETRIC

SITE PLAN

- TWO STORY

9/2/2016

VACINITY MAP

OWNER:

SHEET INDEX

MIKE HAMIDI

SCOPE OF WORK

PROJECT ADDRESS:

LEGAL DESCRIPTION

3810 FOURTH AVE. GLENDALE CA 91214

PROJECT STATISTICS

ADJACENT PROPERTY

1ST FLOOR 1608 SQ FT

UNIT C 2070 SQ FT

6' - 0"

28' - 5"

30' - 2"

1ST FLOOR 1520 SQ FT 2ND FLOOR 973 SQ FT

PROPERTY LINE: 300'

ADJACENT PROPERTY

REQ.

15' - 0" 15' - 0"

OAK 27"

10' - 0" DRIVEWAY C

9' - 4" OAK 11" OAK 24"

11' - 8"

OAK 24"

REQ.

10' - 0" DRIVEWAY B

2ND FLOOR 886 SQ FT 3 BEDROOMS

DRIVEWAY A

2ND FLOOR 772 SQ FT 3 BEDROOMS

1ST FLOOR 1402 SQ FT

27 '-

3 BEDROOMS

DRIVEWAY B

DRIVEWAY C

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

UNIT B 2380 SQ FT

UNIT A 2493 SQ FT

BUILDING PLANNING AND DESIGN

OAK 24"

LANDSCAPE 4,790 SQ FT

DYNAMIC VIEW LLC

LANDSCAPE 4,689 SQ FT

LOT A

12,040 SQ FT

38 LI NE 10 :1 25 FO ' UR TH AV EN UE

5' - 9"

9,858 SQ FT

6' - 0"

23 '-

LOT B

SUBDIVISION LINE

PR OP ER TY

LI NE :1 25 '

LANDSCAPE 5,980 SQ FT

OAK 60" OAK 9"

SUBDIVISION LINE

8,332 SQ FT

PR OP ER TY

8' - 1"

LOT C

6' - 0"

PROPERTY LINE: 300' OAK 12"

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN: 1

SITE PLAN 1/16" = 1'-0"

N/A

CHECKED: SCALE:

1/16"= 1'-0"

A-1.1

REVISIONS

PUMP SYSTEM

OAK 27"

PUMP SYSTEM

OWNER:

MIKE HAMIDI

PROJECT ADDRESS: SL OP E M IN .2 %

ROOF & SITE DRAINAGE

MIN. 2% SLOPE

PUMP SYSTEM

M IN .2 %

SL OP E

SL OP E M IN .2 %

MIN. 2% SLOPE

4" / 12"

SL OP E

4" / 12"

MIN. 2% SLOPE

AV EN UE

M IN .2 %

4" / 12"

PR IN. 2% OP SLOP ER E TY LI NE MIN. 2 % :1 SL OP 25 E '

MIN. 2% SLOPE

SL OP E

4" / 12"

M IN .2 %

4" / 12"

PUMP SYSTEM

SL OP E

MIN. 2% SLOPE MIN. 2% SLOPE

SUBDIVISION LINE

2" / 12"

4" / 12"

PROPERTY LINE: 300'

MIN. 2% SLOPE

38 10 FO UR TH

UNIT B DRAIN OAK 24" PUMP SYSTEM

MIN. 2% SLOPE

% MIN .2

OAK 11"

MIN. 2% SLOPE

4" / 12"

MIN. 2% SLOPE

UNDERGROUND DRAIN PIPE

SL OP E

4" / 12"

MIN. 2% SLOPE

3" / 12"

MIN. 2% SLOPE

M IN .2 %

MIN. 2% SLOPE

UNIT A DRAIN

MIN .2 SL OP E % MIN .2

MIN. 2% SLOPE

OAK 60" MIN. 2% SLOPE

SUBDIVISION LINE

MIN .2 SL OP E %

% MIN .2

4" / 12" OAK

LI NE :1 25 ' SL OP E

MIN. 2% SLOPE

PR OP ER MIN TY SL OP E % MIN .2

OAK 24" OAK 24"

PROPERTY LINE: 300'

MIN. 2% SLOPE

UNDERGROUND DRAIN PIPE

PUMP SYSTEM

MIN. 2% SLOPE

OAK 9"

% MIN .2 SL OP E

MIN. 2% SLOPE

UNIT C DRAIN MIN .2 % SL OP E

MIN. 2% SLOPE

SL OP E

MIN. 2% SLOPE

UNDERGROUND DRAIN PIPE

OAK 12"

ADJACENT PROPERTY

3810 FOURTH AVE. GLENDALE CA 91214

9/2/2016

MIN. 2% SLOPE

PUMP SYSTEM

MIN. 2% SLOPE

PUMP SYSTEM

CONNECT TO CITY

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

ROOF & SITE DRAINAGE 1/16" = 1'-0"

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC

ADJACENT PROPERTY

JOB NO: DATE:

1520 9/2/2016 T.N.

DRAWN: CHECKED: SCALE:

N/A 1/6"= 1'-0"

A-1.2

DEMOLITION PLAN 1/16" = 1'-0"

DATE:

SCALE:

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BUILDING PLANNING AND DESIGN

DYNAMIC VIEW LLC DEMOLITION PLAN

OWNER:

MIKE HAMIDI

PROJECT ADDRESS:

3810 FOURTH AVE. GLENDALE CA 91214

REVISIONS

9/2/2016

JOB NO:

9/2/2016

1520

DRAWN:

CHECKED:

T.N.

1/16" 1'-0"

N/A

A-1.4

REVISIONS

- 6 9' " 0

OWNER:

MIKE HAMIDI 3810 FOURTH AVE. GLENDALE CA 91214

DRIVEWAY OPEN TO FIRST FLOOR

30' - 0"

231 SF

UNIT A FLOOR PLANS

" EN 4' TR -6 " AN CE

LIVING

14' - 10"

UNIT A - SECOND FLOOR - 973 SQ FT

- FIRST FLOOR - 1520 SQ FT

60.00Â°

UNIT A

PROJECT ADDRESS:

9/2/2016

13' - 6"

DINING 394 SF

14' - 0"

OPEN TO FIRST FLOOR

22' - 6" 15' - 7"

KITCHEN 219 SF

10' - 0"

33 SF

289 SF

8' - 6" CLOSET 64 SF

HALLWAY

2 CAR GARAGE

61 SF

400 SF

5' - 9"

4' - 3"

19' - 6"

CLOSET 14 SF

20' - 0"

MASTER BEDROOM

29' - 6"

15' - 0"

7' - 6"

17' - 0"

KING SIZE BED

BEDROOM 218 SF

CLOSET 63 SF

14' - 6"

CLOSET 57 SF

18' - 0"

UP POWDER

11' - 0"

7' - 4"

21 SF

14' - 6"

17 SF

8' - 2"

REF.

212 SF

LAUNDRY

3' - 6"

PANTRY

DEN

BEDROOM 267 SF

KING SIZE BED

13' - 6" BALCONY 91 SF

UNIT A FIRST FLOOR 1/8" = 1'-0"

71 SF

BATHROOM 71 SF

16' - 0"

UNIT A SECOND FLOOR 1/8" = 1'-0" 518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

BATHROOM

BUILDING PLANNING AND DESIGN

128 SF

DYNAMIC VIEW LLC

110 SF

10' - 6"

COVERED PATIO

7' - 6"

8' - 6"

20' - 0" MASTER BATHROOM

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN: CHECKED: SCALE:

N/A 1/8"= 1'-0"

A-2.1

REVISIONS

SHINGLE CLASS "A" ROOFING; DULL BROWN MAPLE FASCIA BOARD

SHINGLE CLASS "A" ROOFING; DULL BROWN

OWNER:

SHINGLE CLASS "A" ROOFING; DULL BROWN

UNIT A TOP OF ROOF

25' - 1"

MIKE HAMIDI

SHINGLE CLASS "A" ROOFING; DULL BROWN

UNIT A TOP OF ROOF 25' - 1"

3810 FOURTH AVE. GLENDALE CA 91214

MAPLE FASCIA BOARD

PROJECT ADDRESS:

9/2/2016

MAPLE FASCIA BOARD DOWNSPOUT PIPE

MAPLE FASCIA BOARD

DOWNSPOUT PIPE

IMPERIAL STACK STONE

UNIT A FIRST FLOOR -2' - 0" UNIT A LOWER FLOOR -5' - 0"

IMPERIAL STACK STONE

UNIT A FIRST FLOOR -2' - 0" UNIT A LOWER FLOOR -5' - 0"

SMOOTH GREEN WALL STUCCO

A - SOUTH 1/8" = 1'-0"

SHINGLE CLASS "A" ROOFING; DULL BROWN

IMPERIAL STACK STONE

A - WEST 1/8" = 1'-0"

MAPLE FASCIA BOARD

UNIT A TOP OF ROOF 25' - 1"

SHINGLE CLASS "A" ROOFING; DULL BROWN

UNIT A ELEVATIONS

UNIT A SECOND FLOOR 6' - 0"

SMOOTH GREEN WALL STUCCO

UNIT A SECOND FLOOR 6' - 0"

UNIT A TOP OF ROOF 25' - 1"

SHINGLE CLASS "A" ROOFING; DULL BROWN SMOOTH GREEN WALL STUCCO

MAPLE FASCIA BOARD DOWNSPOUT PIPE

IMPERIAL STACK STONE SMOOTH GREEN WALL STUCCO

DOWNSPOUT PIPE SMOOTH GREEN WALL STUCCO

A - NORTH 1/8" = 1'-0"

UNIT A FIRST FLOOR -2' - 0" UNIT A LOWER FLOOR -5' - 0"

A - EAST 1/8" = 1'-0"

UNIT A FIRST FLOOR -2' - 0" UNIT A LOWER FLOOR -5' - 0"

BUILDING PLANNING AND DESIGN

UNIT A SECOND FLOOR 6' - 0"

DYNAMIC VIEW LLC

SMOOTH GREEN WALL STUCCO

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

UNIT A SECOND FLOOR 6' - 0"

MAPLE FASCIA BOARD

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN: CHECKED: SCALE:

N/A 1/8"= 1'-0"

A-2.2

REVISIONS

OWNER: 21' - 6" MASTER BEDROOM 385 SF

POWDER 42 SF

10' - 6"

24' - 0"

ATTIC STORAGE 88 SF

LAUNDRY 61 SF

OPEN TO FIRST FLOOR

UNIT B FLOOR PLANS

510 SF

DINING

12' - 6"

COVERED PATIO 137 SF

12' - 6"

12' - 5"

KITCHEN 250 SF

25 '-

REF.

20' - 0"

UNIT B FIRST FLOOR 1/8" = 1'-0"

WALK-IN CLOSET

BATHROOM

WALK-IN CLOSET

57 SF

64 SF

57 SF

UNIT B SECOND FLOOR 1/8" = 1'-0"

BUILDING PLANNING AND DESIGN

265 SF

DYNAMIC VIEW LLC

400 SF

BEDROOM

265 SF

20' - 0"

2 CAR GARAGE

BEDROOM

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

131 SF

MIKE HAMIDI

235 SF

29' - 6"

21' - 6"

82 SF

- SECOND FLOOR - 772 SQ FT

CE AN TR EN

LIVING

KING SIZE BED

WALK-IN CLOSET

MASTER BATHROOM

UNIT B

3810 FOURTH AVE. GLENDALE CA 91214

UNIT B - FIRST FLOOR - 1608 SQ FT

PROJECT ADDRESS:

9/2/2016

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8"= 1'-0"

A-3.1

REVISIONS

9/2/2016

SHINGLE CLASS "A" ROOFING; DULL BROWN

OWNER:

MIKE HAMIDI

SHINGLE CLASS "A" ROOFING; DULL BROWN

3810 FOURTH AVE. GLENDALE CA 91214

UNIT B TOP OF ROOF

19' - 8"

SHINGLE CLASS "A" ROOFING; DULL BROWN

PROJECT ADDRESS:

UNIT B TOP OF ROOF 19' - 8"

MAPLE FASCIA BOARD

SHINGLE CLASS "A" ROOFING; DULL BROWN MAPLE FASCIA BOARD

UNIT B FIRST FLOOR -9' - 0" UNIT B LOWER FLOOR -12' - 0"

IMPERIAL STACK STONE

B - SOUTH 1/8" = 1'-0"

UNIT B SECOND FLOOR

IMPERIAL STACK STONE

SMOOTH GREEN WALL STUCCO

MAPLE FASCIA BOARD

-1' - 0"

DOWNSPOUT PIPE

UNIT B FIRST FLOOR -9' - 0" UNIT B LOWER FLOOR -12' - 0"

SHINGLE CLASS "A" ROOFING; DULL BROWN

SMOOTH GREEN WALL STUCCO

B - WEST 1/8" = 1'-0"

UNIT B TOP OF ROOF 19' - 8"

UNIT B ELEVATIONS

SMOOTH GREEN WALL STUCCO

MAPLE FASCIA BOARD

UNIT B SECOND FLOOR -1' - 0"

DOWNSPOUT PIPE

UNIT B TOP OF ROOF 19' - 8"

MAPLE FASCIA BOARD SHINGLE CLASS "A" ROOFING; DULL BROWN

SHINGLE CLASS "A" ROOFING; DULL BROWN

SHINGLE CLASS "A" ROOFING; DULL BROWN MAPLE FASCIA BOARD MAPLE FASCIA BOARD

SMOOTH GREEN WALL STUCCO SMOOTH GREEN WALL STUCCO

B - NORTH 1/8" = 1'-0"

B - EAST 1/8" = 1'-0"

SMOOTH GREEN WALL STUCCO

UNIT B FIRST FLOOR -9' - 0" UNIT B LOWER FLOOR -12' - 0"

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

DOWNSPOUT PIPE

UNIT B FIRST FLOOR -9' - 0" UNIT B LOWER FLOOR -12' - 0"

DOWNSPOUT PIPE

BUILDING PLANNING AND DESIGN

SMOOTH GREEN WALL STUCCO

IMPERIAL STACK STONE

UNIT B SECOND FLOOR -1' - 0"

DYNAMIC VIEW LLC

DOWNSPOUT PIPE

UNIT B SECOND FLOOR -1' - 0"

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8"= 1'-0"

A-3.2

REVISIONS

- FIRST FLOOR - 1402 SQ FT LIVING

DINING 383 SF

LAUNDRY

28' - 0"

63 SF

OWNER: 126 SF

UNIT C FLOOR PLANS

9' - 6"

MASTER BEDROOM

STORAGE

25' - 0"

KING SIZE BED

9' - 0"

191 SF

49 SF

19' - 6"

86 SF

9' - 6"

WALK-IN CLOSET

POWDER

MIKE HAMIDI

CE AN TR EN

UNIT C

- SECOND FLOOR - 886 SQ FT

3810 FOURTH AVE. GLENDALE CA 91214

UNIT C

PROJECT ADDRESS:

9/2/2016

OPEN TO FIRST FLOOR

329 SF BATHROOM

86 SF

9' - 0"

14' - 0"

UP BEDROOM 210 SF

KITCHEN 252 SF

25 '-

400 SF

20' - 0"

REF.

2 CAR GARAGE

KING SIZE BED

CLOSET

BATHROOM

48 SF

50 SF

CLOSET

BATHROOM

48 SF

50 SF

BEDROOM 255 SF

KING SIZE BED

UNIT C SECOND FLOOR 1/8" = 1'-0"

BUILDING PLANNING AND DESIGN

UNIT C FIRST FLOOR 1/8" = 1'-0"

DYNAMIC VIEW LLC

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

20' - 0"

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8"= 1'-0"

A-4.1

REVISIONS

OWNER:

MIKE HAMIDI 3810 FOURTH AVE. GLENDALE CA 91214

UNIT C TOP OF ROOF

PROJECT ADDRESS:

9/2/2016

8' - 4"

(N) SMOOTH WALL STUCCO

UNIT C SECOND FLOOR -10' - 0" UNIT C FIRST FLOOR -18' - 0" UNIT C LOWER FLOOR -21' - 0"

C - WEST 1/8" = 1'-0"

UNIT C TOP OF ROOF 8' - 4"

SHINGLE CLASS "A" ROOFING; DULL BROWN

UNIT C SECOND FLOOR -10' - 0"

DOWNSPOUT PIPE

UNIT C FIRST FLOOR -18' - 0" UNIT C LOWER FLOOR -21' - 0"

C - NORTH 1/8" = 1'-0"

UNIT C TOP OF ROOF 8' - 4"

MAPLE FASCIA BOARD

UNIT C SECOND FLOOR -10' - 0" UNIT C FIRST FLOOR -18' - 0" UNIT C LOWER FLOOR -21' - 0"

C - EAST 1/8" = 1'-0"

518 N. GLENOAKS BLVD. TEL: (818) 433-7566 UNIT B EMAIL: CONTACT@ BURBANK, CA 91502 DYNAMICVIEWDESIGN.COM

C - SOUTH 1/8" = 1'-0"

UNIT C ELEVATIONS

BUILDING PLANNING AND DESIGN

UNIT C FIRST FLOOR -18' - 0" UNIT C LOWER FLOOR -21' - 0"

DYNAMIC VIEW LLC

UNIT C SECOND FLOOR -10' - 0"

JOB NO:

1520 9/2/2016

DATE:

T.N.

DRAWN:

N/A

CHECKED: SCALE:

1/8"=N.T.S. 1'-0"

A-4.2