PORTFOLIO
QUANG VU NGUYEN
QUANG VU NGUYEN
CONTACT
(+1) 858 306 2079
victornguyen0102@gmail.com
linkedin: Victor Quang Vu Nguyen
EXPERIENCE
04/2024 - PRESENT
PACIFIC SANDS CORP.
SAN DIEGO & LOS ANGELES
ARCHITECTURAL DESIGNER | PROJECT LEAD
Residential & Tenant Improvements
• Led project design and construction documentation
• Coordinated structural, civil, MEP, Title 24, and permitting teams.
• Joined the firm during its early growth, contributing across design, documentation, permitting, and project coordination.
03/2026
HLW
LOS ANGELES
ARCHITECTURAL EXTERN
Commercial
• Collaborated on large-scale workplace and commercial projects.
• Participated in integrated design workflows and design charrettes.
• Gained experience in multidisciplinary project delivery.
03/2023 - 02/2024
DESIGN SOCIAL, LLC
SAN DIEGO & LOS ANGELES
ARCHITECTURAL DESIGNER
Residential
• Contributed to 20+ permitted residential projects.
• Produced construction documents and permit packages.
• Coordinated consultants throughout project development.
06/2022 - 08/2022
DP CONSULTING CO., LTD
ASIA
ARCHITECTURAL INTERN
Commercial
• Produced construction documents for mixed-use and hospitality projects.
• Developed architectural details and presentation graphics.
• Supported multidisciplinary project coordination.
06/2020 - 03/2022
LANDSAIGON JSC.
ASIA
ARCHITECTURAL INTERN
Commercial
• Contributed to master planning and feasibility studies.
• Produced construction documentation and architectural visualizations.
• Supported multidisciplinary project development.
EDUCATION
2025 - 2026
UNIVERSITY OF SOUTHERN CALIFORNIA
MASTER OF ADVANCED ARCHITECTURAL RESEARCH STUDIES
2022 - 2025
NEWSCHOOL OF ARCHITECTURE & DESIGN
BACHELOR OF ARCHITECTURE, NAAB
• Valedictorian
• AIA Academic Excellence Award
• NSAD Outstanding Design Award
2021 - 2022
PALOMAR COLLEGE
ARCHITECTURE
• Certificate of Achievement
SAN DIEGO STATE UNIVERSITY
GED - CIVIL ENGINEERING
2020 - 2021 SKILLS
BIM/CAD REVIT AUTOCAD
MODELING SKETCHUP
RENDERING LUMION ENSCAPE
ADOBE SUITES
MICROSOFT OFFICE PHOTOSHOP INDESIGN ILLUSTRATOR WORDS POWERPOINT EXCEL
LANGUAGE
VIETNAMESE NATIVE
ENGLISH FLUENT
CONTENT
NATIONAL MUSEUM OF MARINE SCIENCE & TECHNOLOGY
VISION HALL
rePORT LA
SAN DIEGO AFRICAN AMERICAN MUSEUM OF FINE ARTS DRAGON RIVERSIDE
2
CONSTRUCTION
DOCUMENT SAMPLE
PROFESSIONAL WORK MAINA RESIDENCE
PROFESSIONAL CAREER
4 6
NMMST VISION HALL
NATIONAL MUSEUM OF MARINE SCIENCE & TECHNOLOGY
KEELUNG, TAIWAN
The National Museum of Marine Science & Technology - Vision Hall, located in the scenic Badouzi Harbor of Keelung, Taiwan, envisions a dynamic mixed-use development that blends hospitality, commerce, and education. Set against the backdrop of the harbor’s natural beauty and rich cultural heritage, the project will feature a modern hotel, retail spaces designed to foster local and international trade, and educational facilities aimed at promoting knowledge and cultural exchange. The development is intended to become a key landmark in Keelung, enhancing tourism, supporting local businesses, and providing educational opportunities in a vibrant, waterfront environment.
PROJECT TYPE
B.ARCH THESIS - NSAD
DATE OF COMPLETION 06 / 20 / 2025
RECOGNITION
• AIA MEDAL FOR ACADEMIC EXCELLENCE
• NSAD DESIGNER OF THE YEAR AWARD
PROGRAM USED
“Shan Hai”
- Between Mountain and Sea
PROJECT THESIS
SYMBIOTIC ARCHITECTURE
This project envisions buildings as integral components of a larger ecosystem, fostering harmony between humanity, nature, and the built environment by creating context - sensitive, sustainable design that respect and enhance their surroundings.
Symbiotic Architecture aims to redefine Architecture as a “Living System” that bridges the natural and human worlds, emphasizing Coexistence and Reverance rather than Dominance and Exploitation.
KEY DESIGN CONCEPT
1. Building Form as a molding clay
2. Water “clashes” into the form on the North and West
3. Eastern Mountain pushes back on the East
The NMMST Vision Hall represents where the Land and the Sea meets. Such interaction also inspire the program allocation of the buildings, where dynamic spaces are located where the sea collides, and static spaces where the mountain stands.
MARINA
PASSIVE DESIGN ANALYSIS
Environmental Strategy
The building’s form is designed to reduce harmful direct solar gain, while allowing ambient natural daylight to the interior. The use of natural daylight wherever possible can reduce the need for extensive artificial lighting and enhance the occupant experience. The central atrium serve as an effective circulation space throughout the building, while creating dramatic spaces to interact and exhibit.
Comprehensive Solar Analysis
MODEL GALLERY
Model | Top view
Model | Front perspective
Model | Plaza perspective
Model | Bridge perspective
SAN DIEGO AFRICAN AMERICAN MUSEUM OF FINE ARTS
SAN DIEGO, CA
The San Diego African American Museum of Fine Arts - SDAAMFA - located in the vibrant Encanto Neighborhood, is a visionary project that aims to celebrate and preserve the rich cultural heritage of the African American Community while introducing new amenties for the residents of Encanto. The museum’s mission goes beyond simply showcasing art and artifacts; it seeks to create a dynamic hub that fosters a sense of community, promotes cultural exchange, and serves as a catalyst for growth and empowerment.
PROGRAM USED
DATE OF COMPLETION 06 / 20 / 2023
COURSE 4TH YEAR STUDIO - NSAD LUMION PHOTOSHOP INDESIGN REVIT FORMA
RECOGNITION
• PROJECT HELD FOR NAAB ACCREDITATION
• CIRCULATE SD SUSTAINABILITY AWARD NOMINATION
FLOOR PLAN
STRUCTURAL SYSTEM
The museum is structurally designed with a concrete over metal-decking system, supported by HSS columns, with a dynamic grid organization system. Each sides of the museum contains an independent elevator and egress stair core.
STRUCTURAL AXONOMETRIC
FACADE SYSTEM
rePORT LA
LOS ANGELES
rePORT LA envisions a community-centered recycling and resource hub that reconnects the West Vernon neighborhood with the value of local materials, education, and collective action. Centered around metal recycling and processing, the project transforms industrial infrastructure into a public resource where residents can learn, work, and gather. Through educational programs, hands-on workshops, and transparent recycling operations, rePORT LA fosters environmental awareness while creating local employment opportunities and pathways into the circular economy.
Beyond recycling, the center serves as a neighborhood destination that strengthens community connections through flexible public amenities, including swap meet spaces, local galleries, maker workshops, and event areas. By bringing together resource recovery, workforce development, and community programming, rePORT LA demonstrates how industrial processes can become civic assets—building stronger local relationships, supporting economic opportunity, and cultivating a more resilient and connected West Vernon.
PROJECT TYPE
TOPIC STUDIO - USC
DATE OF COMPLETION
12 / 15 / 2025
PROGRAM USED
METAL WASTE OPPORTUNITIES
STRUCTURAL
ROOF PANELS
FACADE PANEL
ROOF PANELS
STRUCTURAL
STRUCTURAL
ROOF PANELS
PROGRAM ANALYSIS
FORM DEVELOPMENT
ROOF PANELS
CONSTRUCTED FROM RECLAIMED SHIPPING CONTAINER
STEEL STRUCTURAL MEMBERS
CONSTRUCTED FROM DISASSEMBLED CRANES FROM THE PORT
LEGEND
1A. INDOOR WORKSHOP
1B. OUTDOOR WORKSHOP
2. MAKER SPACE
3. MATERIAL LIBRARY
4. CAFETERIA
5. SERVICE ADMIN
6A. TRAIN DROP-OFF
6B. CAR DROP-OFF
6C. TRUCK DROP-OFF
7. CLEANING ZONE
8. DISMANTLING ZONE
9. STORAGE
10. CUTTING ZONE
11. MAN PROCESSING ZONE
12. TESTING ZONE
13. DISTRIBUTION ZONE
14. TRUCK PICK-UP
15. GENERAL ADMIN
16. RESTROOM
17. STAFF PARKING
18. GENERAL PARKING
19. EXHIBITION ZONE
20. RESTROOM
21. OUTDOOR COURTYARD
22. PUBLIC VIEWING PATH
23. STAFF PATH
24. OPERATION ADMIN
25. UPPER OUTDOOR MAKER SPACE
26. UPPER INDOOR MAKER SPACE
Main Processing Zone
INDUSTRIALZONE
AXONOMETRIC
The axonometric illustrates the vibrant community life the project supports, with layered spaces, active programs, and visible circulation encouraging social interaction. Its open form reinforces the building’s role as a connective extension of the surrounding neighborhood.
PUEBLO RIOHOUSING PROJECT
HOLMES ELEMENTARY
URBAN INFRASTRUCTURE
DROPPING OFF SCRAP METALS
TRADING SCRAP METALS FOR FOODS AND GOODS
FLORENCE - GRAHAM COLLECT STATION
THIS SUB STATION WILL BE A LOCAL SCRAP METAL DROP-OFF HUB FOR THE FLORENCE GRAHAM COMMUNITY
COMMUNITY MAKERSPACE
SITE MAIN HUB
FREIGHT TRAIN WILL UTILIZE THE EXISTING TRAIN TRACK DIVERSION FROM THE MAIN TRAIN TRACK ONTO THE SITE.
DROPPING OFF SCRAP METALS
TRADING SCRAP METALS FOR FOODS AND GOODS
IMPERIAL COURT COLLECT STATION
THIS SUB STATION WILL BE A LOCAL SCRAP METAL DROPOFF HUB FOR THE IMPERIAL COURT COMMUNITY
COMMUNITY SERVICES
WILLOW BROOK COLLECT STATION
THIS SUB STATION WILL BE A LOCAL SCRAP METAL DROP-OFF HUB FOR THE WILLOW BROOK COMMUNITY
DROPPING OFF SCRAP METALS
EDUCATION OPPORTUNITIES RESIDENTIAL
TRADING SCRAP METALS FOR FOODS AND GOODS
2 3
COMPTON COLLECT STATION
THIS SUB STATION WILL BE A LOCAL SCRAP METAL DROPOFF HUB FOR THE COMPTON COMMUNITY
SANITATION FACILITY
PORT OF LONG BEACH PRELIMINARY STATION
THIS SUB STATION WILL BE A PRELIMINARY PROCESSING STATION, INCLUDING DISMANTLING, CLEANING, AND SORTING FOR THE OIL BARRELS, SHIPPING CONTAINERS, AND CRANE STRUCTURAL ELEMENTS COLLECTED FROM THE PORT OF LONG BEACH
1
ON-SITE DISMANTLING RETIRED CRANE
THE CRANE WILL BE DISMANTLED ON-SITE AT THE PORT, ITS COMPONENTS MOVED TO THE CUTTING AND SORTING STATION FOR SIZING THEN LOADED ONTO A FREIGHT TRAIN FOR TRANSPORT TO THE MAIN HUB.
2
PORT OF LA PRELIMINARY STATION
THIS SUB STATION WILL BE A PRELIMINARY PROCESSING STATION, INCLUDING DISMANTLING, CLEANING, AND SORTING FOR THE OIL BARRELS, SHIPPING CONTAINERS, AND CRANE STRUCTURAL ELEMENTS COLLECTED FROM THE PORT OF LA
Model | Front view
Model | Corner view
Model | Detail
4 DRAGON RIVERSIDE
A PROJECT AT LANDSAIGON, JSC.
HO CHI MINH CITY
Dragon Riverside City is a large-scale mixed-use waterfront development in Ho Chi Minh City, Vietnam. The project comprises high-rise residential towers, retail, office, and hospitality components, creating an integrated urban destination along Võ Văn Kiệt Boulevard. The scope of work included the architectural design development and construction documentation for the residential towers and podium, in coordination with multidisciplinary engineering teams.
Responsibilities: Assisted Project Architect in BIM modeling and construction documentation. Coordinated with structural, MEP, and façade consultants to resolve design and technical issues. Assisted in interdisciplinary coordination, drawing production, and QA/QC reviews to ensure design consistency and compliance with project standards.
ADDITIONAL PROJECT MATERIALS CAN BE PROVIDED UPON REQUEST
PROJECT TYPE
PROFESSIONAL WORK
ROLE
ARCHITECTURAL INTERN
TEAM SIZE
PROGRAM USED
CONSTRUCTION DOCUMENT SAMPLE
MAINA RESIDENCE
A PROJECT AT PACIFIC SANDS CORP.
SAN BERNADINO COUNTY
This project consists of the design and permitting of one new high-end, single-story SingleFamily Residence (SFR) in compliance with the San Bernardino County Development Code, California Building Standards Code, and all applicable local regulations. The scope of work includes complete architectural design, construction documentation, and permit processing for a custom luxury residence designed to meet the owner’s program, aesthetic preferences, and site-specific requirements.
Responsibilities: Led schematic design, construction documentation, and permitting. Prepared architectural, basic structural and MEP plans, as well as construction detail drawings. Coordinated with consultants. Facilitated client and consultant meetings. Conducted QA/QC reviews to ensure drawing accuracy and compliance.
COMPLETE PLAN SET CAN BE PROVIDED UPON REQUEST
PROJECT TYPE
PROFESSIONAL WORK
ROLE
PROJECT LEAD
PROGRAM USED
California General Permit for proposed disturbance over one acre, an active Wastewater Discharge ID # (WDID) must be included on the final grading plan.
25. For engineered grading, a final grading certification will be collected by the building inspector at the final building inspection or prior a grading final status on the permit. The f inal grading certification is to be completed by the Engineer of Record on the approved grading plans.
26. All flood zone requirements must be reflected or accounted for on the grading plans. Elevations or construction notes must be included in the plans to ensure compliance with all applicable first floor elevation requirements per FEMA and San Bernardino County Development Code guidelines.
27. For nonresidential projects, provide following note on plans: California Green Building Standards Code 5.408.3 Excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on-or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. ( HYPERLINK "http://www.cdfa.ca.gov/exec/county/county_contacts.html"www.cdfa.ca.gov/exec/county/county_conta cts.html)
2. For a map of known pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
Note: Additional requirements may be applicable, as determined by the Building Official.
PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:
1. ALL REQUIREMENTS OF THE San Bernadino COUNTY STORM WATER STANDARDS MANUAL" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS.
2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION. INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER.
3. ALL CONSTRUCTION BMPS SHALL INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICES.
6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.
7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTIONRELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP
8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER.
9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS
FROM EACH NON-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.
11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR ROUND.
12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT-LADEN DISCHARGES.
13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE RESIDENT ENGINEER.
15. AS NECESSARY, THE RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES.
16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MAINTAIN ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS.
17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-1OR CALTRANS FACT SHEET TC-01 TO PREVENT TRACKING OF SEDIMENT AND OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10 OR THE MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BYPASSING THE ENTRANCE. (a) NON-STORM WATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE San Bernadino MUNICIPAL CODE CHAPTER 4, ARTICLE 3, DIVISION 3 “STORM WATER MANAGEMENT AND DISCHARGE CONTROL
8
FLOOR PLAN LEGEND
(E) 2x4 Walls and Doors, Fixtures, etc. to be demolished
(E) 2x4 Studs @ 16" O.C. to remain
INTERIOR: 1/2" Drywall (U.N.O.)
EXTERIOR: Wood Siding (U.N.O.)
(N) 2x4 Studs @ 16" O.C.
EXTERIOR
1
48
1
Exception: Glazed openings through which a 3-inch-diameter sphere is unable to pass
Exception: Decorative glazing
Glazing in an individual fixed or operable panel adjacent to a door within 60 inches vertically of floor and meeting either of the following (CRC R308.4.2):
Exception: Where intervening wall or barrier between door and glazing
Exception
a closed position and within 24 inches of the hinge side of an in-swinging door
Glazing within 60 inches – vertically and horizontally – of showers, bathtubs, hot tubs, swimming pools, and saunas (CRC R308.4.5) Glazing adjacent to stairways, ramps, and intermediate landings within 36 inches horizontally and 36 inches vertically of the travel surfaces (CRC R308.4.6)
Exception: Where horizontal rail installed on accessible side of glazing at minimum 34 inches and maximum 38 inches above walking surface Glazing adjacent to bottom stair landings within 36
Glazing
Exception
R308.4.3):
Exception: Where horizontal rail installed on accessible side of glazing at minimum 34 inches and maximum 38 inches above walking surface
Exception: Decorative glazing Exposed area of individual pane minimum 9 square feet Bottom edge of glazing within 18 inches of floor Top edge of glazing
Proposed
Proposed
Proposed D50
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
D04 20' - 0" 10'0" Proposed
D34 3' - 0" 9' - 0" Proposed D35 3' - 0" 9' - 0" Proposed D36 3' - 0" 9' - 0" Proposed D37 3' - 0" 9' - 0" Proposed
D38 3' - 0" 8' - 0" Proposed 45-Minute Fire-Rated Door per CBC Table 716.1(2)
D39 3' - 0" 9' - 0" Proposed
D40 3' - 0" 8' - 0" Proposed
D41 3' - 0" 9' - 0" Proposed
D43 3' - 0" 8' - 0" Proposed
D46 3' - 0" 8' - 0" Proposed
D47 3' - 0" 9' - 0" Proposed
D49 3' - 0" 8' - 0" Proposed
D50 3' - 0" 8' - 0" Proposed
D51 3' - 0" 8' - 0" Proposed
D52 3' - 6" 6' - 8" Proposed
D54 8' - 0" 9' - 0" Proposed TEMPERED
D55
Proposed
Proposed
Proposed TEMPERED
MECHANICAL NOTES
MECHANICAL NOTES
The minimum local exhaust rates shall be 50 cubic feet per minute for intermittent ventilation or 20 cubic feet per minute for continuous ventilation in accordance with the California Mechanical Code, Chapter 4. Exhaust air from the space shall be exhausted directly to the outdoors
sized, sealed, and insulated with R-6 minimum insulation for conditioned spaces and R-8 for unconditioned spaces.
Duct leakage does not exceed 5% of the total airflow, per Title 24. Provide ventilation for all habitable spaces in accordance with CMC 402.1. Continuous whole-house mechanical ventilation shall be installed, providing a minimum airflow rate based on the square footage and number of bedrooms per ASHRAE 62.2 requirements.
Mini-split HVAC system (if applicable): Install mini-split units or other energy-efficient heating and cooling systems sized appropriately for the space. Outdoor units must be mounted securely on vibration isolation pads and installed per manufacturer’s instructions.
Bathroom Ventilation: Install a mechanical exhaust fan in the bathroom with a minimum airflow of 50 CFM intermittent or 20 CFM continuous, vented directly to the outside. The fan shall be controlled by a wall switch or occupancy sensor and comply with Title 24 energy requirements.
Bathroom exhaust ducts shall be sized per the fan manufacturer’s recommendations and must be insulated in unconditioned spaces to prevent condensation. The exhaust vent must terminate on the exterior of the building with a backdraft damper.
Kitchen Ventilation: Provide a range hood or mechanical exhaust fan in the kitchen capable of exhausting a minimum of 100 CFM per CMC 403.3.2.3, vented directly to the outside. Kitchen exhaust ducting must be installed in accordance with CMC Chapter 5. Ducts shall not pass through fire-rated walls or unconditioned spaces without proper insulation and sealing.
Laundry Room Ventilation: Dryer exhaust ducts shall be rigid metal and installed per CMC 504.4 with a maximum length of 14 feet, reduced by 2.5 feet for every 90° bend. Ensure the exhaust duct is vented directly to the exterior of the building and is equipped with a backdraft damper. Install a laundry exhaust fan or ensure sufficient natural ventilation is provided per CMC standards.
Insulation and Sealing: All penetrations through walls, ceilings, or floors for ducts or vents shall be sealed with approved fire-rated sealants, as required by the California Building Code (CBC).
Ducts located in unconditioned spaces (e.g., attics or garages) must be insulated to meet Title 24 standards and sealed to prevent leakage.
Energy Efficiency Compliance (Title 24): Ensure that all systems comply with Title 24 energy efficiency requirements: Thermostats: Install a programmable thermostat in the ADU to control the HVAC system per Title 24 Section 110.2. Lighting and fan systems in bathrooms, kitchens, and utility rooms must be compliant with the California Energy Code.
Whole-house fan (if applicable): If included, ensure that the whole-house fan meets Title 24 energy efficiency requirements, is properly sized, and installed with insulationrated louvers.
Fireplaces or Stoves (if applicable): If any fireplaces or wood-burning stoves are installed, they must comply with CMC Chapter 9 and include proper venting and combustion air supply. Gas fireplaces must be direct-vent with sealed combustion.
Combustion air: For fuel-burning appliances (e.g., gas furnaces, water heaters), ensure combustion air is provided in compliance with CMC Chapter 7. Final Inspections: Mechanical systems shall be tested and balanced to ensure proper operation. Provide commissioning documentation to the City of El Cajon Building Department upon project completion.
All work must comply with state and local building and mechanical codes, including all updates and amendments specific to the City of El Cajon.
Corp. 509 Marin St. Thousand Oaks, CA 91360 (213)371-9344 info@pacsands.com
MAINA NEW HOME
MATERIALS (UNO)
SOIL: NO SOIL REPORT. SOIL BEARING PRESSURE: 1500 PSF; (CBC TABLE 1806.2
PRESUMPTIVE LOAD-BEARING VALUES FOR CLASS 5, TYPE CL, ML, MH, CH)
CONCRETE : 2,500 psi @ 28 Days
REINFORCING STEEL : GRADE 40 A-615 DEFORMED BARS #5 AND SMALLER
GRADE 60 #6 AND LARGER
ANCHORS: SIMPSON SSTB HOLD DOWN BOLTS PER PLANS
NOTES : 1.ALL HOLD DOWNS, HARDWARE, AND REINFORCING STEEL TO BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION
2.VERIFY AND CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE CONCRETE SLAB, FOOTINGS OR FOUNDATIONS AND PLUMBING LINES ARE PLACED. ANY DISCREPANCIES SHOULD BE NOTIFIED TO THE DESIGNER, IN WRITING, BEFORE WORK IS COMMENCED
3.ALL NEW SILL PLATES SHALL HAVE FULL BEARING ON THE FOUNDATION WALL OR SLAB AND SHALL BE BOLTED TO THE FOUNDATION WITH 5/8 ” DIAMETER x 12”
LONG ANCHOR BOLTS EMBEDDED AT LEAST 7” INTO CONCRETE W/ 3”X3”X3/16” PLATE WASHERS AT 60” O.C. MAX. UNLESS SPECIFIED OTHERWISE ON SHEARWALL SCHEDULE. THERE SHALL BE A MINIMUM OF 2 BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12” OF EACH END OF EACH PIECE. ALL SILL PLATES TO BE PRESSURE TREATED D.F.
4.THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL EMBEDDED ITEMS, ALL HOLDDOWNS, ELECTRICAL FLOOR PLUGS, HVAC ITEMS, ETC, WITH THE FLOOR PLAN, FRAMING PLAN, ELECTRICAL PLAN AND MECHANICAL PLAN, PRIOR TO PLACING CONCRETE AND SHALL NOTIFY THE ARCHITECT IN WRITING IF DISCREPANCIES ARE FOUND. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR LOCATION OF EQUIPMENT.
5.ALL HOLDDOWNS, ANCHOR BOLTS, POST AND COLUMN BASES, AND OTHER FOUNDATION ANCHORS SHALL BE INSTALLED PER MANUFACTURER ’S INSTRUCTION AND OR INSTALLATION RECOMMENDATIONS.
6.FOOTING DEPTHS INDICATED ON DRAWINGS ARE MINIMUM FROM ADJACENT GRADE, PLACED INTO UNDISTURBED SOIL OR CERTIFIED FILL. DEEPEN FOOTINGS AS REQUIRED TO MAINTAIN STEEL 3” CLEAR FROM SOIL.
7.WOOD POSTS AND COLUMNS EXPOSED TO WEATHER OR WATER SPLASH REQUIRE A STANDOFF OR ELEVATED POST BASE.
8.SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING OF SHEAR ANCHOR BOLTS
9.FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDDOWNS AND ANCHOR BOLTS FOR PROPER ALIGNMENT TO THE FRAMING
10.PROVIDE UFER GROUND (20 FT CONT. 1/2" REBAR IN FOOTING) AT ELECTRICAL SERVICE AND SUB PANELS IN DETACHED BUILDINGS
11.SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. (CRC R401.3)
12.ALL SILL PLATES THAT REST ON CONCRETE OR MASONRY EXTERIOR WALLS AND ARE LESS THAN 8" ABOVE EXPOSED GROUND SHALL BE PRESSURE-TREATED WOOD. (CRC R317.1)
SLAB
1.5” NET 2500 PSI CONCRETE W/#4 @ 18” O.C. EA. WAY OVER 15 MIL STEGO WRAP.
2.PROVIDE WEAKENED PLANE JOINTS @ 15 FT O.C. EA. WAY @ INTERIOR SLABS.
APPLY CURING COMPOUNDS COMPATIBLE WITH FLOOR FINISHES.
FOOTINGS
1.SIZE AS NOTED: 2500 PSI CONCRETE W/MINIMUM 2-#5 BAR TOP & BOTTOM OF FOOTING
2.DEEPEN FOOTING AS REQUIRED TO MAINTAIN 3 ” CLEAR TO SOIL EXTERIOR SLABS:
1.PROVIDE #3 REBAR DOWELS @ 24 ” O.C., 12” EMBEDMENT, AT ADJOINING FLATWORK
2.PROVIDE THICKENED EDGE AT PERIMETER OF ALL FLATWORK
3.PROVIDE WEAKENED PLANE JOINTS @ 6 ” O.C. EACH WAY @ EXTERIOR SLABS
4.MAINTAIN POSITIVE DRAINAGE (2% MINIMUM) AWAY FROM STRUCTURES AT LEAST 5 FT
4X POST W/HDU2 HOLD-DOWN ON 5/8"
DIAM. SSTB16 (5/8" ANCHOR BOLT)
4X POST W/HDU5 HOLD-DOWN ON 5/8"
DIAM. SSTB24 (5/8" ANCHOR BOLT)
4X POST W/HDU8 HOLD-DOWN ON 5/8" DIAM. SSTB28 (7/8" ANCHOR BOLT)
4X POST W/HDU11 HOLD-DOWN ON 7/8" DIAM. PAB7 (7/8" ANCHOR BOLT)
4X POST W/HDU14 HOLD-DOWN ON 1" DIAM. PAB8 (1" ANCHOR BOLT)
RESERVED (NOT USED THIS PROJECT)
RESERVED (NOT USED THIS PROJECT) 4X POST W/MSTC40
1.HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2.DEEPEN FOOTINGS TO PROVIDE 3" MINIMUM CONC. COVER WHERE
HOLD-DOWN ANCHORS ARE LONGER THAN THE FOOTING DEPTH.
3.USE (RJ) OPTION ON STHD HOLD DOWNS FOR RAISED WOOD SUBFLOOR CONDITION.
4.MSTC HOLD DOWNS MAY USE 16d SINKERS OR 10d COMMON NAILS.
5.MSTC HOLD DOWNS TO BE CENTERED BETWEEN UPPER AND LOWER FLOORS. MAXIMUM CLEAR SPAN =16 INCHES. NAILS NOT REQUIRED IN CLEAR SPAN (RIM BOARD) AREA.
SHEAR WALL SCHEDULE (CBC 2022)
FOOTING SCHEDULE
T&G, 48/24 SPAN RATING, EXP 1 WITH 8d COMMON NAILS @ 6" O.C. (B.N. & E.N.), 8d @ 12" O.C. F.N.
GEOTECHNICAL ENGINEERING REPORT SHALL BE PROVIDED BY OWNER. GEOTECHNICAL ENGINEER SHALL REVIEW FOUNDATION DESIGN. IF GEOTECHNICAL REPORT REQUIRES ALTERNATIVE FOOTINGS, THEN THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. FOUNDATION CURRENTLY DESIGNED USING
PROFESSIONAL CAREER
PACIFIC SANDS CORP. SAN DIEGO & LOS ANGELES
ARCHITECTURAL
DESIGNER | PPROJECT LEAD
04/2024 - PRESENT
Led the design and technical development of over 40 permitted residential and tenant improvement projects across California, contributing throughout every phase from schematic design to construction administration. Working within a rapidly growing boutique practice, I developed construction documentation, coordinated multidisciplinary consultants, and collaborated closely with clients, contractors, and local jurisdictions to deliver high-quality projects.
HLW
LOS ANGELES
ARCHITECTURAL EXTERN
03/2026
Participated in a seasonal externship within HLW’s Los Angeles office, gaining firsthand experience with large-scale workplace and commercial design. Collaborated with multidisciplinary teams through design charrettes, project meetings, and integrated workflows while learning professional practice within a global architecture firm.
DESIGN SOCIAL
LOS ANGELES
ARCHITECTURAL DESIGNER
03/2023 - 02/2024
Contributed to the design and documentation of residential projects from schematic design through permitting and construction administration. Developed coordinated drawing sets, collaborated with consultants, and supported client presentations within a fast-paced boutique studio environment.
DP CONSULTING CO., LTD
VIETNAM
ARCHITECTURAL INTERN
06/2022 - 08/2022
Supported mixed-use and hospitality projects through construction documentation, architectural detailing, and graphic representation. Collaborated with project teams to develop coordinated drawings and presentation materials while gaining experience in multidisciplinary project delivery.
LANDSAIGON
JSC.
VIETNAM
ARCHITECTURAL INTERN
06/2020 - 03/2022
Assisted in the planning and documentation of large-scale mixed-use and high-rise developments, contributing to master planning, construction documentation, and architectural visualization. Worked closely with multidisciplinary teams to support design coordination throughout early project phases.
PROGRAM USED
PACIFIC SANDS CORP.
Project types permitted:
• Single Family Residences, Multi-family Residences, Tenant Improvements, ADU, Rennovations, Code Violations, As-builts Modelling, Permitting Unpermitted Works, Site Observations.
Main Responsibilities:
• Led project from schematic design to construction administration
• Coordinated between Structural, Civil, MEP, and Title 24
• Responsible for QA/QC of construction documents
PROGRAM
• Observed and learned professional architectural workflows at HLW, including attending project meetings and understanding multi-disciplinary team coordination.
• Participated in roundtable discussions covering sustainability, project management, and overall practice operations within an architectural firm.
• Contributed to a mentored internal design charrette, engaging in collaborative design thinking and exploration with peers and professionals.
PROGRAM USED
DESIGN SOCIAL
Project types permitted:
• Single Family Residences, Multi-family Residences, ADU, Rennovations, Code Violations, As-builts Modelling, Permitting Unpermitted Works.
Assisted Project Lead in:
• Construction documentation
• City Corrections & Permitting
• Renderings Development
• Basic MEP Plans
DP CONSULTING CO.,LTD
Project types permitted:
PROGRAM USED SKETCHUP PHOTOSHOP REVIT
• Hospitality
Assisted Project Architect in:
• Site plan development & detailing
• Prepared submittal graphics and drawings
• Received Revit training - Industry standards
LANDSAIGON JSC.
Project types permitted:
AUTOCAD
PROGRAM USED LUMION PHOTOSHOP
• Mixed-use, hospitality, high-rises Assisted Project Architect in:
• Master Plan, Site Plan, Logistic Plans, Traffic Plan, MEP Plan, & other Construction Documentation, and Renderings Development.
• Prepared key architectural details, submittal graphics, and formatting.
• Notable Project: Dragon Riverside City - Masterplan & Development
PROFESSIONAL PROFILE
Quang Vu Nguyen is an architectural designer whose work bridges academic research with professional practice. He earned a Bachelor of Architecture from the NewSchool of Architecture & Design, graduating Valedictorian and receiving both the AIA Medal for Academic Excellence and the Outstanding Thesis Design Award. These experiences established a strong foundation in design thinking, technical execution, and architectural research that continues to shape his professional approach.
His professional experience spans the United States and Vietnam, where he has contributed to residential, commercial, and mixed-use projects from early design through construction administration. Working in boutique practice environments has provided opportunities to engage directly with clients, consultants, contractors, and permitting agencies, developing a comprehensive understanding of project delivery while balancing design intent with technical precision.
After completing the Master of Advanced Architectural Research Studies (MARS) at the University of Southern California, Quang continues to explore the relationship between housing, urbanism, and the evolving role of architecture within rapidly changing cities. His work is driven by a belief that meaningful architecture emerges through thoughtful research, contextual understanding, and collaboration. This portfolio represents both his academic journey and professional growth as he continues pursuing architectural licensure and a career dedicated to creating enduring, humancentered design.
