ARCHITECTURE PORTFOLIO
Master in Architecture
AIA Candidate 2023
REYHANE BASSAMTABAR
Reyhaneh Bassamtabar
Location Phone Email
San Diego, CA (413)847-1541
Reyhane.basam@gmail.com
EDUCATION
Jan 2016 – May 2018
Amherst, MA
Sep 2010 – Feb 2013
Garmsar, Iran
Master of Architecture
University of Massachusetts, GPA 3.5 out of 4.0 Research area: “Enhancing quality of education through design process, Renovation of Fort River Elementary School, and applying sustainability & environmental design criteria on multiple design studio projects (participated in 2030 AIA Challenge).”
Skills
Revit / AutoCAD / Rhino / Grasshopper / SketchUp
Revit / Lumion / Illustrator / Photoshop / InDesign / Correl / 3D Studio Max
Beam / MS-Office / Hand-Drawing
CERTIFICATION
In the path of being licensed as an AIA architect LEED Green Associate (LEED GA)
Sep 2007 – Sep 2009
Tabriz, Iran
Bachelor of Architecture
University of Eyvanekey, GPA 17.25 out of 20
Research: “Design of campus expansion for University of Eyvanekey”
Associate, Architecture
University of Tabriz, GPA 16 out of 20
“Design of space-frame structure” for Iranian Pavilion in an International Exhibition.
PUBLICATIONS
“Enhancing the Quality of Education Through the Design Process, my focus was on the renovation of Fort River Elementary School”, Master Theses, UMass Amherst, US.
AWARDS
Ranked in the top 3% among 30`000 participants for nationwide entrance exam for bachelor’s degree, Iran.
Centre of Excellence in Architectural Technology (CEAT) University of Tehran: Best member prize.
Building Modeling Energy / Daylight Graphic / Rendering General Software 2010 2011 2018 Amherst, MA 2023 2017
eQuest / Therm
WORK EXPERIENCE
Architectural Assistant
Jul 2022 – Jan 2024
Encinitas, CA
Encinitas Design Group
Collaborate in creating initial and conclusive architectural designs; effectively coordinate with MEP and Structural Consultants; Procure residential and commercial building permits and offer strategic architectural advice; Produce finalized technical documents, including plans, specifications, and drawings; Meticulously ensure projects comply with California codes and regulations, securing endorsements for fire and life safety and compliance with accessibility regulations; Perform architectural assessments, handle Requests for Information (RFIs), and conduct reviews for consultant-designed projects; contribute to visual representation through sketches, 3D models, and illustrations. Proactively exploring alternative architectural designs to manage budgetary limitations.
Architectural Designer
Mar 2019 – Jul 2022
Encinitas, CA
Kuhlman Scott Architecture
Demonstrating proficiency in Revit, designed and developed comprehensive drawings for a broad spectrum of projects, including healthcare, commercial, and residential; Reviewed and tracked design submittals, addressed RFIs, and conducted site walks for design verification; Analyze, interpreted, responded to design issues; Played a key role in all project phases, gathering measurements, preparing drawings, researching construction materials, and creating design specifications and shop drawings; Capabilities extend to researching building and zoning codes, preparing documents for regulatory reviews, and generating 3D visual presentations. Known for handling multiple tasks, establishing priorities, and meeting deadlines, showcasing versatility by working independently and collaboratively within a team environment.
Architectural Intern
Mar 2018 – Sep 2018
Amherst, MA
Research Assistant
Jan 2010 – Jan 2011
Tehran, Iran
Architectural Intern
Sep 2009 – Aug 2010
Tehran, Iran
KuhnRiddle Architects
Design and develop comprehensive SD, DD, and intricate CD sets using Revit for diverse projects encompassing residential, commercial, and institutional facilities. Analyze, interpret, and address design issues and strategies. Generate graphic materials for client presentations and contribute to the preparation of proposals and contracts. Conduct construction administrations and site inspections to verify design intent, actively researching alternative solutions to address budget constraints.
Centre of Excellence in Architectural Technology (CEAT)
Collaborate in organizing the 3rd National Conference on Spatial Structures for the CEAT as a community of architects.
Fanavar Pars Construction
Design and produce a comprehensive set of drawings for the Commercially Important Passenger (CIP) section of Imam Khomeini International Airport, in the capacity of a commercial building.
Master Thesis
Renovation of Fort River Elementary School
The purpose of this project is to renovate a school, built in 1973 in Amherst: the Fort River Elementary School. The current school structure is in architectural conflict with many of the ideas extolled by design principles.
My Proposal Summery:
Master Thises - May 2018ecture, 2022
Amherst, MA
• Increasing the number of classrooms to 18 (3 for each grade)
• Keeping the kindergarten in the same place
• Creating the break-out spaces in-between the classrooms that are conducive to learning
• Dedicating an extra café/rest space near the Gym
• Adding one story above the main courtyard and dedicating it for music & art classes
01
02 Schematic Design
Design is based on extant structure and conditions of architecture in “District 12 of Tehran”. However, not similar to other residential complexes, this complex is following the integration and adaptability guidelines of urban design. Designed for passing pedestrians, there are spaces and areas in sides of the complex which are a mix of architecture and urban design. Some resting areas are also designed for this residential complex. Apartments are designed in five various types to meet various needs of Iranian households.
Residential complex Urban Design Design Studio - 2012tecture, 2022
Schematic Design
This proposal includes the design for the construction of a 4-story multi-family residential project with grade level garages.
I participated as a team member through the design of project from existing condition modeling, schematic design. I also produces renderings for presentation to client.
The Point Multi-Family Residential Kuhlman Scott Architecture, 2022
North Park, CA 03
ARCHITECTURE +KUHLMAN Encinitas California 92024 ksa 2 3D VIEW SOUTH SCALE: JOB NUMBER: SCHEMATICDESIGN BIDSET DESIGN DEVELOPMENT ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT DATE ARCHITECTURE +KUHLMAN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT ksa O TATE O A F E EN I A D CH R EC C-33109 11.30.21 TODD W. KUHLMAN COPYRIGHT NOTICE: ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS INCLUDING PHOTOCOPYING WITHOUT PRIOR WRITTEN CONSENT OF COPYRIGHT LAW. NOTES 00.00.0000 x DATE REVISION NAME 200## GN SAN DEIGO, CA 4004 OHIO STREET 2 3D VIEW SOUTH SHEET NUMBER: SCALE: JOB NUMBER: SHEET TITLE: SCHEMATICDESIGN CONSTRUCTION SET BIDSET DESIGN DEVELOPMENT ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT DATE ARCHITECTURE +KUHLMAN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT ksa ARCHITECT O IT F S TATE O CAL IF RENEWAL DATE ICENSE L A D RCH RN I A ECT C-33109 11.30.21 TODD W. KUHLMAN COPYRIGHT NOTICE: ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS INCLUDING PHOTOCOPYING WITHOUT PRIOR WRITTEN CONSENT OF KUHLMAN SCOTT ARCHITECTURE EXCEPT AS PERMITTED BY COPYRIGHT LAW. NOTES DRAWINGS ARE NOT TO SCALE IF PLOTTED ON SHEETS OTHER THAN 24X36 00.00.0000 x # DATE REVISION NAME 022 2:11:47 PM PERSPECTIVES 002 200## HEMATIC DESIGN SAN DEIGO, CA MULTI-FAMILY 4004 OHIO STREET 2 3D VIEW SOUTH UP DN 36' 4 3/4" 8' 7 1/4" 1' 0" 10' 5/8" 3/4" 10' 0 5/8" 3' 0" 12'6" 22' 1 1/2" 5' 4 1/2" LOBBY UNIT 1: TANDEM GARAGE 10' 36' UNIT 2: TANDEM GARAGE 10' 36' UNIT 3: 2-CAR GARAGE 20' x 20' 1' 0" 20'6" 1'0" 7'0" 5' 3/4" 8'4" 5' 10 3/4" 20' 0" 6" BEDROOM 11.3'x14.3' BEDROOM 10'x10.5' BEDROOM 10'x10.5' BATH 7'x11' KITCHEN 10' 13' GREAT ROOM 12' 22' ENTRY PATIO BATH 7'x10 CLOS 7'x10 ELEVATOR SHEET NUMBER: SCALE: JOB NUMBER: SHEET TITLE: SCHEMATICDESIGN CONSTRUCTION SET BIDSET DESIGN DEVELOPMENT ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT DATE ARCHITECTURE +KUHLMAN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT ksa ARCHITECT O IT F S TATE O CAL IF RENEWAL ICENSE L A D RCH RN I A ECT C-33109 11.30.21 TODD W. KUHLMAN COPYRIGHT NOTICE: ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS INCLUDING PHOTOCOPYING WITHOUT PRIOR WRITTEN CONSENT OF KUHLMAN SCOTT ARCHITECTURE EXCEPT AS PERMITTED BY COPYRIGHT LAW. NOTES DRAWINGS ARE NOT TO SCALE IF PLOTTED ON SHEETS OTHER THAN 24X36 00.00.0000 x DATE REVISION NAME 3/22/2022 1:06:34 PM C:\Users\Kuhlman Scott\OneDrive Encinitas Design Group\EDG Projects\EDG 4004 Ohio Street (bj)\4004 Ohio 1/4" = 1'-0" TYPICAL FLOOR PLANS 001 200## SCHEMATIC DESIGN SAN DEIGO, CA NEW MULTI-FAMILY 4004 OHIO STREET 1/4" = 1'-0" 2 Level 1 1/4" 1'-0" 3 Level 2 Schematic
Schematic Design
This proposal involves the design and permit drawings for submittal to the City of Carlsbad for the remodel of the first and second level and balcony, stairs and entry of the building.
I participated as a team member through the design process of project from existing condition modeling, schematic design, and design options. I also produces renderings for presentation to client.
The Carlsbad Grand Warren Scott Architecture, 2020 Commercial cture, 2022 Carlsbad, CA 04
Design Development
Chinquapin Home Expansion
Kuhlman Scott Architecture, 2022 Carlsbad, CA
This proposal involves the design and permit drawings for submittal to the City of Carlsbad for the remodel of the first level and addition of second story, second level decks and balcony, stairs and roof deck. Contemporary second floor and roof deck expansion in Coastal Carlsbad reshapes existing single-story bungalow into modern home with ocean views. I participated as a team member through all phases of project from existing condition modeling, schematic design, design development, construction documents, construction administration. I also produces renderings for presentation to client.
05
Design Development
This project is a modern guest house designed to overlook the ocean while maximizing the existing views of the house and neighbors.
I participated as a team member through all phases of project from existing condition modeling, schematic design, design development, construction documents, construction administration and permit drawings required for submittal to the City of San Diego (Community Planning Area of La Jolla) for a new detached ADU building in the backyard of an existing single-family dwelling property. I also produces renderings for presentation to client.
Jolla
La
06 (N) BATH F F 2 A400 (N) KITCHEN (N) BEDROOM (N) W.I.C. E E D D B B C C A A 05 (N) YARD A500 A600 12 -15' - 10"-17' - 3" A502 04 01 (N) LIVING ROOM OFFICE REF. F1 -12'10 10 4' 3' 13 04 14 26' A401 3 4 4 5 5 6 7 7-A700 Sim A700 Sim A701 A701 A701 W01 03 1/4" 1'-0" PROPOSED ADU FLOOR PLAN MarkDoor Type 01SLIDING19 02SLIDING9' 03SLIDING19 04SINGLE-FLUSH2' 05SINGLE-FLUSH2' WIND Type MarkCountWindow W011 FIXED 2 D D (N) PATIO (N) YARD (N) PLANTER (N) PLANTER (N) POOL EQUIPMENT AREA EXISTING BUILDING 1 C A A (E) PLANTER (N) SPA DECK A501 (N) LOW PATIO(N) CANOPY11" 11" 11" 11" (N) SPA 3 3 4 5 6 7 7 (E) BACKYARD-2' - 9 1/2" -15' - 10"INTERIOR EXTERIOR GRASS EXTERIOR EXTERIOR EXISTING PAVERS: INTERLOCKING BLOCK (N) CONCRETE PAVING: (N) WOOD PLANK DECKING WOOD: REDWOOD, STAIN: NATURAL (N) SPA OR REFLECTING POOL WATER STEEL TRELLIS (E) LOW CMU WALL WITH BRICK TOPPER (N) WINDOW GLAZING INSULATED GLEAR GLASS (E) CMU BLOCK W/ GRAY STUCCO (N) EXPOSED METAL MULLIONS RAILINGS FINISH: CLEAR ANNODIZED (N) METAL ORNAMENTAL FENCING FINISH: BLACK (E) STUCCO EXT. WALLS ELEVATION LEGEND: PROGRESS PRINT ARCHITECTURE +KUHLMAN Encinitas, CA 92024 760.704.8111 encinitasdesigngroup.com SCOTT ksa O E E C D RC E TODD DOCUMENT MAY REPRODUCED, DISTRIBUTED OR NOTES REVISION NAME 1/24/2024 10:12:48 AMPROPOSED ROOF & DECK PLAN A3015772 La Jolla Corona Drive La Jolla, CA 92037 ADU for Aquilina family AQUILINA ADU 1/4" 1'-0" PROPOSED ROOF PLAN 2(N) GLASS PANEL ROOF 3(N) CONCRETE STAIRS 4(N) DECORATIVE FOUNTAIN 5(N) FLOOR LINE 6(N) STEEL TRELLIS 7(N) STEEL COLUMNS W8X24 8(N) WATERFALL, UNDER SEPARATE PERMIT 9(N) S.I.P. ROOF RIGID INSULATION, PLYWOOD AND 3/4" WOOD PLANKS FINISH BOTH SIDES 10(N) WALL LINE BELOW 11(N) OUTDOOR FURNITURE 12(N) GLASS RAILING PROPOSED ROOF PLAN KEYNOTES FLOOR TYPES
La
Guest House Kuhlman Scott Architecture, 2022 Residential
Jolla, CA
SHEET TITLE: COVER SHEET 5772 La Jolla Corona Drive La Jolla, CA 92037 SHEET INDEX COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERG EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS S MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REV FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. ENERGY EFFICIENCY COMPLIANCE PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO BUILDING DEPARTMENT OFFICIAL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. PROVIDE KEYS TO FIRE DEPARTMENT TO PLACE IN KNOX BOX FOR EMERGENCY ON EACH FLOOR PROVIDE ONE (1) 2A PER 3.000 SQUARE FEET. TRAVEL DISTANCE NOT TO EXCEED 75 FEET. ALL CIRCUIT BREAKERS SHALL BE LABELED TO CLEARLY INDICATE AREAS SERVED. THE MAIN ELECTRICAL SHUT EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. AN APPROVED SET OF PLANS (BUILDING, ETC.) SHALL BE ON THE JOB SITE DURING CONSTRUCTION. NO INSPECTIONS WILL BE MADE WITHOUT FIRE DEPARTMENT NOTES A101RESIDENTIAL GREEN CODE SHEET A102RESIDENTIAL GREEN CODE SHEET A103ENERGY FORMS A104ENERGY FORMS 2 A105PHOTOGRAPHIC SURVEY A106EXISTING SURVEY A107PROPOSED SITE PLAN A200DEMO FLOOR PLAN A301PROPOSED ROOF & DECK PLAN A400ELEVATIONS A401ELEVATIONS A500SECTIONS A501SECTIONS A502SECTIONS A600INTERIOR ELEVATIONS A700DETAILS A701DETAILS A702DETAILS A800UTILITY PLANS A9003D VIEWS A9013D VIEWS A9023D VIEWS A9033D VIEWS S200FOUNDATION/SLAB PLAN S201FRAMING PLAN L J LL COR N D N56 08 W1 8 N56 08 W 5 PL N 3 1 5 E 5 L 1 6 EXISTING BUILDING ADU GAREN YARD 2 10 11 12 12 13 13 14 14 15 13 16 16 17 17 18 12 -0' - 6" 6" -2' - 9 1/2" -17' - 3" -12' - 0" 1' 6" 2' 4" 1' 10" 1' 2" 19 SCOPE OF WORK TOTAL ROOF: 2,635 SF SLOPED ROOF: 1,975 SF FLAT ROOF: 660 SF 20 20 20 LANDSCAPE LANDSCAPE YS24 - 0 R B 20Y B1 / S SB 49 2 SCSCSCSCSCSDSDSDSDSDSDSD-1 52 2812 1712 26 -1 616 212 9951 DIST. FROM ADU AND E. HOUSE 18' 1" 21 LEGEND 1. THERE ARE NO KNOWN SITE EASEMENT AT THE OWNER PRIOR TO THE START OF CONSTRUCTION 2. THERE ARE NO SITE WALLS OR FENCES PROPOSE INCLUDED IN THIS PERMIT. 3. ALL STREET IMPROVEMENTS ARE EXISTING AND 4. VERIFY ALL GRADES AND CONDITIONS IN FIELD PR NOTIFY OWNER AND ARCHITECT OF ANY DISCREPAN 5. SURFACE WATER SHALL DRAIN AWAY FROM THE 10 FEET. 6. ALL DOWNSPOUTS SHALL DRAIN TO LANDSCAPE 7. NO WORK SHALL BE PERFORMED THE PUBLIC 8. ALL STORM WATER RUN-OFF FROM THE PROPOS TOWARDS EXISTING OR PROPOSED LANDSCAPE AR ADU FOOTPRINT EXISTING BUILDIN NEW CONCRETE NEW GREEN AREA EXISTING LANDSC PROPERTY LINE NEW PLANTING AR TOPOGRAPHY NOTES KEYNOTE EXISTING: BUILDING FOOTPRINT: 1,970 S IMPERVIOUS PAVING AREA: 2,475 S LANDSCAPE AREA: 2,237 S PROPOSED: BUILDING FOOTPRINT: S ADU FOOTPRINT: 828 S IMPERVIOUS PAVING AREA: 3,839 S LANDSCAPE AREA: 1,136 S TOTAL IMPERVIOUS AREA CREATED: (3,839 SF - 2,475 SF) 1,364 S FINISHED TOTAL BUILDING FOOTPRINT: 1,970 S ADU FOOTPRINT: 828 S IMPERVIOUS PAVING AREA: 3,839 S LANDSCAPE AREA: 1,136 S SITE AREAS CONSERVE NATURAL AREAS, SOILS, AND VEGETATION MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AREA DISPERSION - DIRECTLY CONNECTED IMPERVIOUS AREAS (E.G. ROOF DOWNSPOUTS CONNECTED TO STREET) ARE NOT ALLOWED RUNOFF COLLECTION LANDSCAPING WITH NATIVE/DROUGHT TOLERANT SPECIES SCSEE ROOF PLAN FOR SLOPE SITE DRAINAGE DIRECTION AND GARDES PREVENTION OF ILLICIT DISCHARGES INTO THE STORM DRAIN STORM DRAIN STENCILING OR SIGNAGE PROTECT OUTDOOR MATERIALS STORAGE AREA FROM RAINFALL, RUN-ON, RUN OFF, AND WIND DISPERSAL PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-ON, RUN OFF, AND WIND DISPERSAL PROTECT TRASH AREAS FROM RAINFALL, RUNON, RUN OFF, AND WIND DISPERSAL SCSCSCSCBMP LEGEND SDSDSDSDSDSD1/8" = 1'-0" OVERALL SITE PLAN (E) ROOF (N) EXTERIOR PLANTER (N) SPA EQUIPMENT AREA AND STOR (N) DECORATIVE FOUNTAIN (N) NEW WOOD FRAMED STAIRS (E) WALL LINE (N) GLASS PANEL ROOF (N) WALL LINE (N) STEEL COLUMNS W8X24 10 (N) METAL RAILING HEIGHT 4" 11 (E) SIDEWALK 12 (E) CMU BLOCK WALL TO REMAIN 13 (E) LANDSCAPING TO REMAIN 14 (E) CONCRETE WALKWAYS 15 (E) CONCRETE PAVERS TO REMAIN 16 (N) NEW WOOD DECK 17 (N) NEW CONCRETE SITE STAIRS 18 (N) REMODELED SPA, UNDER SEPARA 19 (N) STEEL TRELLIS 20 (E) BLOCK WALL TO REMAIN 21 (N) GLASS RAILING BACKYARD -0' - 6" SPA 1' - 6" ADU PROPOSED GRADE -12' - 7" 4' 8" CW1 01 EXISTING LANDSCAPE WALLS EXISTING LANDSCAPE WALLS EXISTING LANDSCAPE WALLS FINISHED GRADE OF ADU EXISTING & PROPOSED GRADES 10 11 12 13 10' 0" 19' 1/2" EXISTING PAVERS: INTERLOCKING BLOCK COLOR: GRAY, TAN, BROWN (N) CONCRETE PAVING: COLOR: NATURAL FINISH: BROOM (N) LANDSCAPING (N) WOOD PLANK DECKING WOOD: REDWOOD, STAIN: NATURAL (N) SPA OR REFLECTING POOL WATER STEEL TRELLIS COLOR: WHITE PAINT (E) LOW STUCCO WALL WITH STONE TOPPER (E) LOW CMU WALL WITH BRICK TOPPER (N) WINDOW GLAZING INSULATED GLEAR GLASS (E) CMU BLOCK W/ GRAY STUCCO FINISH (N) WOOD SLAT WALL SYSTEM WOOD: REDWOOD STAIN: NATURAL (N) EXPOSED METAL MULLIONS ELEVATION LEGEND: 1/4" 1'-0" 2 ELEVATION A 1(N) GLASS PANEL ROOF 2(N) PROPOSED RAILING 3(N) OUTDOOR STAIRS 4(N) S.I.P. PANEL ROOF WITH RIDIG INSULATION AND PLYWOOD BOTH SIDES INTERIOR AND EXTERIOR FINISH HORIZONTAL WOOD PLANKS 3/4" 5(N) PRE FINISHED METAL WRAPPED WOOD COLUMN TO MATCH WINDOW MULLIONS 6(N) ADU GREEN ROOF 7(N) HIGH WINDOW 2'-0" HEIGHT 8(N) RAILING GLASS PANEL 9(N) STEEL BEAM WIDE FLANGE W10x30 10(N) HSS STEEL 11(N) STEEL POST WIDE FLANGE W10X30 12(N) WALL WITH WOOD SIDING PER ELEVATIONS 13(E) BLOCK WALL TO REMAIN ELEVATIONS KEYNOTES CANT STRIP BITUMINOUS MEMBRANE ROOFING SYSTEM O/ ROOF PLYWOOD, SEE STRUCT'L 2"X10" WD. JOISTS R38 BATT-INS. 5/8" GYP. BD. WOOD SIDING (E) RETAINING WALL (E) RETAINING WALL FOOTING OUTLINED PART OF (E) FOOTING TO BE CUT REPLACED WITH NEW WALL (N) RETAINING WALL TO BE PUT IN PLACE FLUSH AGAINST (E) WALL (N) FOOTING TO SUPPORT (E) WALL & FOOTING, SEE STRUCT'L (N) 6" SLAB ON GRADE, SEE STRUCT'L (N) FOOTING TO SUPPORT (N) WALL, SEE STRUCT'L WATERPROOFING ROOF SKYLIGHT ADU PROPOSED GRADE -12'-7") BACKYARD LEVEL -0'-6") SPA LEVEL (1'-6") F A702 Sim A702 Sim JOIST HANGERS 2"X10" WD. JOISTS R38 BATT-INS. 5/8" GYP. BD. CONCRETE POST 2"X8" DECK JOISTS (E) RETAINING WALL (E) RETAINING WALL FOOTING OUTLINED PART OF (E) FOOTING TO BE CUT REPLACED WITH NEW WALL (N) RETAINING WALL TO BE PUT IN PLACE FLUSH AGAINST (E) WALL (N) FOOTING TO SUPPORT (E) WALL FOOTING, SEE STRUCT'L (N) 6" SLAB ON GRADE, SEE STRUCT'L (N) FOOTING TO SUPPORT (N) WALL, SEE STRUCT'L 2"X4" PONY WALL FURRING FOR BUILT IN CABINETRY BUILT IN CABINETRY DECK FLOORING, TBD F A702 Sim A702 Sim BITUMINOUS MEMBRANE ROOFING SYSTEM O/ ROOF PLYWOOD, SEE STRUCT'L 2"X10" WD. JOISTS R38 BATT-INS. 5/8" GYP. BD. (E) RETAINING WALL (E) RETAINING WALL FOOTING OUTLINED PART OF (E) FOOTING TO BE CUT REPLACED WITH NEW WALL (N) RETAINING WALL TO BE PUT IN PLACE FLUSH AGAINST (E) WALL (N) FOOTING TO SUPPORT (E) WALL & FOOTING, SEE STRUCT'L (N) 6" SLAB ON GRADE, SEE STRUCT'L (N) FOOTING TO SUPPORT (N) WALL, SEE STRUCT'L WATERPROOFING 2"X4" WALL FURRING @ BATH, W/ 5/8" GYP. BD. ADU PROPOSED GRADE -12'-7") BACKYARD LEVEL -0'-6") SPA LEVEL (1'-6") F A702 Sim A702 Sim SHEET SCALE: JOB NU DATE ARCHIT S TA CENS L COPYRIG TRANSMIT PHOTOCO KUHLMAN NOTES DATE DETA 5772 La Jo AQU 3/4" 1'-0" WALL SECTION 3/4" 1'-0" WALL SECTION 3/4" = 1'-0" WALL SECTION SHEET NUMBER: SCALE: JOB NUMBER: SHEET TITLE: SCHEMATICDESIGN CONSTRUCTION SET BIDSET DESIGN DEVELOPMENT ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT DATE ARCHITECTURE +KUHLMAN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT ksa ARCHITECT O IT F S TATE O CAL IF RENEWAL ICENSE L A D RCH RN I A ECT C-33109 11.30.23 TODD W. KUHLMAN COPYRIGHT NOTICE: ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS INCLUDING PHOTOCOPYING WITHOUT PRIOR WRITTEN CONSENT OF KUHLMAN SCOTT ARCHITECTURE EXCEPT AS PERMITTED BY COPYRIGHT LAW. NOTES 00.00.0000 x # DATE REVISION NAME 2/14/2023 3:25:05 PM 3D VIEWS A14.02 22-03 Progress Set 5772 Corona DR CA, 92037 ADU for Aquilina family La Jolla ADU SHEET NUMBER: SCALE: JOB NUMBER: SHEET TITLE: SCHEMATICDESIGN CONSTRUCTION SET BIDSET DESIGN DEVELOPMENT ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT DATE ARCHITECTURE +KUHLMAN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT ksa ARCHITECT O IT F S TATE O CAL F RENEWAL ICENSE L A D RCH RN I A ECT C-33109 11.30.23 TODD W. KUHLMAN COPYRIGHT NOTICE: ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS INCLUDING PHOTOCOPYING WITHOUT PRIOR WRITTEN CONSENT OF KUHLMAN SCOTT ARCHITECTURE EXCEPT AS PERMITTED BY COPYRIGHT LAW. NOTES DRAWINGS ARE NOT TO SCALE IF PLOTTED ON SHEETS OTHER THAN 24X36 00.00.0000 # DATE REVISION NAME 2/14/2023 3:25:05 PM 3D VIEWS A14.02 22-03 Progress Set 5772 Corona DR CA, 92037 ADU for Aquilina family La Jolla ADU BACKYARD -SPAEXT SITE WALLADU PROPOSED GRADE -12'FINISHED GRADE OF ADU EXISTING & PROPOSED GRADE 12 13 GRADE -12' - 7" EXISTING LANDSCAPE WALLS EXISTING LANDSCAPE WALLS EXISTING & PROPOSED GRADES (E) LOW STUCCO WALL WITH STONE TOPPER (E) LOW CMU WALL WITH BRICK (N) WINDOW GLAZING INSULATED GLEAR GLASS (E) CMU BLOCK W/ GRAY STUCCO FINISH (N) WOOD SLAT WALL SYSTEM (N) EXPOSED METAL MULLIONS FINISH: CLEAR ANNODIZED (N) METAL ORNAMENTAL FENCING (E) STUCCO EXT. WALLS (N) TPO ROOFING JOB NUMBER: SCHEMATICDESIGN BIDSET SUBMITTAL DOCUMENT ARCHITECTURE +KUHLMAN 607 Vulcan Ave #4 Encinitas, CA 92024 760.704.8111 encinitasdesigngroup.com SCOTT k O T T A NSE R T E 11.30.25 TODD KUHLMAN DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR COPYRIGHT LAW. 1/24/2024 10:12:52 AM 1/4" -0" ELEVATIONS A400 22-03 CONSTRUCTION DOCUMENT PROGRESS 5772 La Jolla Corona Drive La Jolla, CA 92037 ADU for Aquilina family AQUILINA ADU 1/4" 1'-0" ELEVATION 1/4" 1'-0" ELEVATION Date 11Revision
Construction Document
Street
This project involves the demolition of existing residential and office structures on two lots, followed by the consolidation of boundaries to create a single lot. Subsequently, a new two-story mixed-use project will be constructed, adhering to the zoning and building codes of the City of Encinitas. Design and permitting for nine dwellings and two commercial retail spaces organized around courtyard with parking. Additionally, two new Accessory Dwelling Units (ADUs) will be added.
I participated as a team member through all phases of project from existing condition modeling, schematic design, design development, construction documents, construction administration.
777 2nd
Mixed-Use Kuhlman Scott Architecture 2022 Commercial-Residential Encinitas, CA 07
DN UP DN 3.2 A 3.1 3.1 3.2 3.6 1.1 1.2 1.3 1.5 1.6 1.7 1.8 1.9 1.A 1.B 1.C 1.E 1.F 1.G 2.1 A 3.3 3.4 3.5 3.5 1.D 1.H 3C 1.B.8 1.7.8 3.3 3.4 2.2.1 2.2.2 10" 10 1/2" 3/4" 3/8" 2" 3" 24' 10" ACCESSIBLE PARKING SPACE -EV PARKING -EV ACCESSIBLE PARKING SPACE -PARKING SPACE -MATCH LINE COMMERCIAL TENANT SPACE 1,210 sf COMMERCIAL TENANT SPACE 1,190 sf ACCESSIBLE RESIDENTIAL UNIT ACCESSIBLE, AFFORDABLE RESIDENTIAL UNIT Restricted for Very-Low Income A 3.6 MATCH LINE A 3.7 3.7 ACCESSIBLE ADU-UNIT 100' 5/8" 100' 1/4" ACCESSIBLE ADU-UNIT 3.2.1 FE FE FE FE NO PARKING NO PARKING -12 CPT: 62'-0" MTD: 132'-0" CPT: 48'-0" MTD: 118'-0" CPT: 72'-0" MTD: 110'-0" CPT: 68'-0" MTD: 108'-0" EXIT TO RIGHT OF WAY EXIT TO RIGHT OF WAY 11 5/8" PARKING SPACE -PARKING SPACE -PARKING SPACE -60"x60" 3/8" RAMP UP 8.33% MAX FIRE RISER CHARGING ONLY FIRST FLOOR PLAN LEGEND AFFORDABLE RESIDENTIAL UNIT COMMERCIAL TENANT SPACE, IMPROVEMENTS UNDER SEPARATE PERMITS ACCESSIBLE RESIDENTIAL UNIT ORIGINAL STORAGE TO BE CONVERTED TO ADU'S. LINE OF FLOOR, DECK, BALCONY ABOVE 2-A:10B:C MIN. MULTI-PURPOSE DRY CHEM. FIRE EXTINGUISHER SEMI-RECESSED CABINET, AT 48" A.F.F. AND CLEARLY VISIBLE. WALL TYPE LEGEND EXTERIOR WALL WITH 2X6 STUDS AT 16"oc MIN. SPACING WITH, WITH BOARD AND BATTEN AT 8"oc INTERIOR DIVIDING WALL WITH 2X6 STUDS AT 16"oc STAGGERED STUDS ON 2X8 PLATES, -HR RATED, STC RATED 50 MIN. - ADD. INFO ON DETAIL 5/A2.7. EXTERIOR CMU WALL WITH SMOOTH CUT GRAY FINISH ON EXPOSED SIDES, SEE ELEVATIONS INTERIOR PLUMBING WALL WITH 2X6 STUDS AT 16"oc INTERIOR WALL WITH 2X4 STUDS AT 16"oc EXTERIOR WALL WITH 2X6 STUDS AT 16"oc MIN. SPACING WITH, WITH BOARD AND BATTEN AT 16"oc EXTERIOR WALL WITH 2X6 STUDS AT 16"oc MIN. SPACING WITH, SIMULATED WOOD TECH FINISH E-5 E-2 E-3 E-4 C B A EXTERIOR WALL WITH 2X6 STUDS AT 16"oc MIN. SPACING WITH, WITH GRAY EXTERIOR STUCCO E-1 E-6 EXTERIOR WALL WITH 2X6 STUDS AT 16"oc MIN. SPACING WITH, WITH WHITE EXTERIOR STUCCO 3.2 2 3.1 3.1 A 3.2 3.6 1.1 1.2 1.3 1.5 1.6 1.8 1.9 1.A 1.B 1.C 1.E 1.F 1.G 2.1 2.2 2.8 2.6 2.E 3.3 A 3.4 3.5 3.5 1.D 1.H 2.3 2.4 2.7 1.B.8 1.7.8 3.3 A 3.4 3.6 MATCH LINE -BDROOM WITH LOFT RESIDENTIAL UNIT-2C -BDROOM WITH LOFT RESIDENTIAL UNIT-2D -BDROOM WITH LOFT RESIDENTIAL UNIT-2E -BDROOM WITH LOFT RESIDENTIAL UNIT-2F -BDROOM RESIDENTIAL UNIT-2A -BEDROOM WITH LOFT RESIDENTIAL UNIT-2B -BDROOM RESIDENTIAL UNIT-2G 2.2.4 1 2.2.3 A 3.7 3.7 100' 5/8" 0" 1/2" 14' 1/2" 15' 1/2" 3/4" 3/8" 31' 10" 3.2.1 15 36' 1/2" 35' CPT: 89'-0" MTD: 141'-0" *INCLUDING LOFT EXIT: PUBLIC R.O.W. *INLCLUDING LOFT CPT: 49'-0" MTD: 105'-0" 1/8" CPT: 47'-0" MTD: 104'-0" *INLCLUDING LOFT *INLCLUDING LOFT CPT: 89'-0" MTD: 141'-0" 13DISTANCE 41'-0" 123'-"DIAGONALBLDG IM *INCLUDING LOFT CPT: 94'-0" MTD: 147'-0" FE FE -1/4" SECOND FLOOR PLAN LEGEND RESIDENTIAL UNIT WITH LOFT, SEE ENLARGED PLANS FOR INTERIOR INFORMATION RESIDENTIAL UNIT, SEE ENLARGED PLANS FOR INTERIOR INFORMATION ROOF AREA DESIGNATED FOR SCREENED EQUIPMENT FOR COMMERCIAL AND RESIDENTIAL USES WATERPROOF WALKING DECK AREA, SEE ROOF PLAN FOR SPECIFICATIONS 2-A:10B:C MIN. MULTI-PURPOSE DRY CHEM. FIRE EXTINGUISHER IN SEMI-RECESSED CABINET, AT 48" A.F.F. AND CLEARLY VISIBLE. FLOOR PLAN GENERAL NOTES: 1. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR--CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714. 2. FOR RATED WALL AND CEILING ASSEMBLY PLAN SEE A2.7.1. EXITING REQUIREMENTS: R-2 MAX. COMMON PATH OF TRAVEL, PER CBC TABLE 1006.2.1 125' R-2 MAX. TRAVEL DISTANCE, PER CBC 1017.2 = 250' NOTE: ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE OR EFFORT. *NOTE: PROVIDE SIGN ON OR NEAR THE EXCIT DOOR, READING "THIS DOOR TO REMAIN UNLOCKED WHEN THE SPACE OCCUPIED." THIS SIGN IS ONLY ALLOWED AT THE MAIN EXIT. RESIDENTIAL OCCUPANT LOAD FACTOR 200 SQ. BUSINESS OCCUPANT LOAD FACTOR = 100 SQ. EXITING LEGEND ACCESSIBLE PATH OF TRAVEL WITH WALK WAYS AND/OR RAMPS WITHIN SITE INTERIOR ACCESSIBLE POINTS OF ACCESS TO ENTRIES, GATES, OR BUILDINGS CPT: MTD: CPT = COMMON PATH OF TRAVEL MTD MAXIMUM TRAVEL DISTANCE OCCUPANT LOAD: MAX OCCUPANT LOAD PROPOSED 15 .15" 2.25" MIN. DOOR SIZE PROPOSED 32" CLR MIN. WALKWAY/STAIR 44" MIN. 2-A:10B:C MIN. MULTI-PURPOSE DRY CHEM. FIRE EXTINGUISHER SEMI-RECESSED CABINET, AT 48" A.F.F. AND CLEARLY VISIBLE. ACCESSIBLE COMMONPATH OF TRAVEL job no: date: title: O C-011211 S ATE O A F ICENSE A D CH RN EC WARREN W. SCOTT ARCHITECTURE WARREN 763 2nd Street Suite 200 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT + 19018 21 Jan 2022 Overall First and Second Floor Plans A 2.1 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC 1/8" 1'-0" 1 First Floor Plan -Overall Rev Description Date 1PLAN CHECK CORRECTIONS8/11/2022 1/8" 1'-0" 2 Second Floor Plan-Overall North North DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING COMMERCIAL RESIDENCE RESIDENCE LOFT RESIDENCE RESIDENCE FLOOR FRAMING FOR LOFT CMU WALL CONC. SLAB ON GRADE CONC. SLAB ON GRADE CONC. FOUNDATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING -HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING -HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING ROOF FRAMING ROOF FRAMING DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 RATING MIN. 6.4.1 SEE STRUCTURAL FOR ADDITIONAL INFORMATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING RESIDENCE RESIDENCE RESIDENCE CONC. SLAB ON GRADE CONC. FOUNDATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING 1-HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING ROOF FRAMING 6.4.1 2 SEE STRUCTURAL FOR ADDITIONAL INFORMATION RESIDENCE RESIDENCE DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING -HR RATED FLOOR FRAMING ROOF FRAMING SEE STRUCTURAL FOR ADDITIONAL INFORMATION CONC. SLAB AT PARKING CMU WALL RESIDENTIAL 3X WOOD SILL PLATE COVERED PARKING FOUNDATION -HR RATED FLOOR FRAMING SEE STRUCTURAL FOR ADDITIONAL INFORMATION job no: date: title: O T F C-011211 T TE O A F ICENS A D CH RN A ECT WARREN W. SCOTT ARCHITECTURE 607 N Vulcan Ave Suite #4 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT + WARREN 19018 21 Jan 2022 Wall Sections A 5.2.1 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC 1" 1'-0" 1 A -1-HR DIVIDING WALL 1 1" = 1'-0" 5 A -1-HR DIVIDING WALL 2 DING WALL 3 SECTION 2 Rev Description Date DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING COMMERCIAL RESIDENCE RESIDENCE LOFT RESIDENCE RESIDENCE FLOOR FRAMING FOR LOFT 8'' CMU WALL CONC. SLAB ON GRADE CONC. SLAB ON GRADE CONC. FOUNDATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING -HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING -HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING ROOF FRAMING ROOF FRAMING DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 RATING MIN. A 6.4.1 SEE STRUCTURAL FOR ADDITIONAL INFORMATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING RESIDENCE RESIDENCE RESIDENCE CONC. SLAB ON GRADE CONC. FOUNDATION DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING -HR RATED FLOOR FRAMING WITH MIN. 50 STC RATING ROOF FRAMING A 6.4.1 SEE STRUCTURAL FOR ADDITIONAL INFORMATION RESIDENCE RESIDENCE RESIDENCE DBL. 2x6 STAGGERED STUD WALL, -HR RATED, STC 50 MIN. RATING -HR RATED FLOOR FRAMING ROOF FRAMING 6.4.1 SEE STRUCTURAL FOR ADDITIONAL INFORMATION CONC. SLAB AT PARKING 8'' CMU WALL OPEN SPACE RESIDENTIAL 3X WOOD SILL PLATE COVERED PARKING WALKWAY PAVING AS PER PLANS FOUNDATION -HR RATED FLOOR FRAMING NON-RATED FLOOR FRAMING SEE STRUCTURAL FOR ADDITIONAL INFORMATION 2x6 STUDS MIN. 16"oc AS PER STRUCTURAL 8'' CMU WALL WHERE OCCURS CONC. SLAB ON GRADE CONC. FOUNDATION ROOF FRAMING AS PER STRUCTURAL A 6.4.1 SEE STRUCTURAL FOR ADDITIONAL INFORMATION PROPERTY LINE WHERE OCCURS 2" MIN. CONT. EDGE FLASHING AND SEALANT EXTERIOR LATH AND PLASTER 3x6 PLATE AT CMU WALL EXISTING FIN. GRADE ALIGN FACE OF PLASTER AND CMU WATERPROOFING 5/8" TYPE-X GYP. BD. FULL HEIGHT TO UNDERSIDE OF ROOF SHEATHING ROOFING AS PER ROOF PLAN 5/8" TYPE-X RATED EXTERIOR GYP. BD., "DENSGLAS" OR EQUAL 1-HR RATED CONSTRUCTION job no: date: title: O IT C-011211 S TATE O A IF 11.30.23 CENSE L D RCH RN I A ECT WARREN W. SCOTT ARCHITECTURE 607 Vulcan Ave Suite #4 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT + WARREN 19018 21 Jan 2022 Wall Sections A 5.2.1 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC 1" = 1'-0" 1 A -1-HR DIVIDING WALL 1 1" 1'-0" 5 A -1-HR DIVIDING WALL 2 1'-0" 11 A -1-HR DIVIDING WALL 3 1" 1'-0" 9 A -CMU WALL SECTION 2 1" = 1'-0" 17 A -1-HR EXTERIOR WALL Rev Description Date 1.2 1.3 1.E 2.1DN-DN Courtyard Level 73.00 2nd floor level 85.00 STAIR KEYNOTES: CONCRETE TREADS AND PERFORATED METAL ENTRY TRELLIS, SEE PLANS FOR ADDITIONAL STEEL TUBE POST SUPPORT, SEE STRUCTURAL 16. PRECAST CONCRETE STAIR LANDING WALKWAY BEYOND Courtyard Level 73.00 2nd floor level 85.00 FLOOR FINISH BEAM SHAPED STL. TUBE 1/2" THICK STEEL BASE PLATE WITH PRECAST CONCRETE OVER 1/4" BENT STL. PLATE job no: date: title: ARCHITECTURE SCOTT 19018 Jan 2022 Exterior Stair and Details A 6.2.1 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC Entry Stair Plan Entry Stair Section Entry Stair Section Entry Stair Perspective 18 STAIR DETAIL 14 STAIR DETAIL 17 STAIR DETAIL LANDING 1.6 1.7 1.C 2.6 1.D 2.4 2.7-Courtyard Level 85.00 2nd floor level 83.50 Courtyard Level 85.00 2nd floor level 83.50 BALUSTER CONC. TREAD STAIR RAMP KEYNOTES: HIGH STEEL HANDRAIL, MOUNTED WALL AND/OR GUARDRAIL, SUPPORTS STEEL TUBE POST SUPPORT, SEE STRUCTURAL HEIGHT GUARDRAIL SECOND FLOOR PEDESTRIAN DECK AND WALKWAY PRECAST CONCRETE STAIR TREADS RAMP LANDING BOTTOM RAMP, MIN. job no: date: title: SCOTT ARCHITECTURE SCOTT WARREN 19018 21 Jan 2022 Exterior Stairs and Details A 6.2.2 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC Courtyard Stair Plan 11 Courtyard Stair Section1 19 Courtyard Stair Section2 Courtyard Stair Perspective 13 STAIR HANDRAIL DETAIL 17 STAIR HANDRAIL DETAIL 18 Entry Ramp Perspective WATERPROOF MEMBRANE DECK FINISH AND FLASHING AS PER MANUF., SEE PLANS GALV. STEEL RAILING, SEE DETAIL FOR SIMILAR REQUIREMENTS 2x6 FRAMING @ 16"oc DECK FRAMING AS PER STRUCTURAL COMPOSITE CAP TRIM, PAINTED SELF SEALING "JIFFY SEAL" WRAP OVER TOP OF WALL AND DOWN SIDES 4" MIN. UNDER WALL WATERPROOFING 18" HT. 6.1.1 EXTERIOR FINISH AS PER PLANS 3"x5"x3/8" GALV. STL. PLATE WITH TWO 5/8"dia. x 6" LAG BOLTS SET IN SEALANT 1/4" 14 A 6.3.1 (2) 5/8"dia. GALV. THRU BOLT THRU BEAM OR BLOCKING AND POST "TREX" TYPE CAP, COLOR TO BE DETERMINED 2x DECKING OVER WATERPROOF MEMBRANE EXPOSED EDGE BEAM (4X12 MIN.) PRESSURE TREATED OR SEALED PSL. 2 1/2" 4" 4 1/4" EDGE FLASHING 2x2x3/16" GALV. STL. POST, MAX. 5' SPACING 2x1-1/2x3/16" HORIZONTAL PAINTED METAL TOP RAIL 1/2" DIA. SOLID GALV. STL. RODS, MAXIMUM SPACING OF 4" PERFORATED METAL PANELS 42" MIN. COMPOSITE TRIM BOARD, PAINTED 4"x7"x3/8" GALV. STL. BACKING PLATE 4" MAX. 6.1.1 42" MIN. WOOD CAP OR "TREX" OR EQUAL 1/2" DIA. SOLID GALV. STEEL RODS SPACED AT -3/4" oc. WOOD FASCIA/DECK EDGE 5'-0"oc MAX. (2) 5/8"dia. GALV. THRU BOLT THRU BEAM OR BLOCKING AND POST 2x2x3/16" STEEL GALV. POST, MAX. 5' SPACING 2x1-1/2x3/16" HORIZONTAL STEEL GALV. TOP RAIL EDGE FLASHING 4"x6.5"x3/8" GALV. STL. BACKING PLATE 6 1/2" 4" A 6.1.1 3 SEE STRUCTURAL FOR ADDITIONAL DETAILS JAKOB SYSTEMS S.S. WEBNET W/ SLEEVES, OR APPROVED EQUAL 42" MIN EYE BOLT PER MFR SPEC. "TREX" TYPE CAP, COLOR TO BE DETERMINED 2x1-1/2x3/16" HORIZONTAL GALV. STEEL TOP RAIL 2x2x3/16" GALV. STEEL POST, MAX. 5' SPACING (2) 5/8"dia. GALV. THRU BOLT THRU BEAM OR BLOCKING AND POST TENSION RESISTANT WIRE ROPE. PER MFR SPEC. WIRE ROPE. TENSION RESISTANT. PER MFR SPEC. EYE BOLT PER MFR SPEC. A 6.1.1 11 (2) 5/8"dia. GALV. THRU BOLT THRU BEAM OR BLOCKING AND POST "TREX" TYPE CAP, COLOR TO BE DETERMINED 2x DECKING OVER WATERPROOF MEMBRANE EDGE BEAMS, SEE PLANS EDGE FLASHING 2x2x3/16" GALV. STEEL POST, MAX. 5' o.c. 2x1-1/2x3/16" HORIZONTAL GALV. STEEL TOP RAIL 1" WIDE CONT. VENT SCREED 42" MIN. STUCCO FINISH, SEE PLANS 4"x7"x3/8" GALV. STL. BACKING PLATE 1" MIN. EYE BOLT PER MFR SPEC. JAKOB SYSTEMS S.S. WEBNET W/ SLEEVES, OR APPROVED EQUAL TENSION RESISTANT WIRE ROPE. PER MFR SPEC. 3" M A X 4 A 6.1.1 EXTERIOR WINDOW AS PER PLANS GALV. METAL AWNING 5' 5" 5' 5" BOARD & BATTEN FINISH, SEE ELEVATIONS 2 A 6.1.1 EXTERIOR FINISH AS PER PLANS 1/2" SEE PLANS FOR WALL TYPE GALV. SHEET METAL AWNING COVER OVER 1" SQ. GALV. TUBE FRAME WINDOW AS PER PLANS 6" SDS SCREWS AT 6"oc SEALANT WINDOW JAMB (HEAD SIMILAR) EXTERIOR LATH AND PLASTER FINISH OVER PLYWOOD SHEATHING SHIM AS REQUIRED DRYWALL EDGE BEAD AND SEALANT JOINT AT JAMB DOUBLE STUD AT JAMB (HEADER BEAM AT HEAD AS REQUIRED) PLASTER STOP WITH SEALANT WINDOW SILL EXTERIOR LATH AND PLASTER FINISH OVER PLYWOOD SHEATHING SHIM AS REQUIRED DRYWALL DOUBLE STUD AT SILL PLASTER STOP WITH SEALANT WINDOW SILL WATERPROOF BACKING (BLACK) SHIM AS REQUIRED DRYWALL DOUBLE STUD AT SILL SIMULATED EXTERIOR WOOD SIDING SET IN ALUM CLIPS CONT. BACKING ROD AND SEALANT TO MATCH WINDOW FRAME PLYWOOD SHEATHING EXTERIOR WOOD TRIM TO MATCH SIDING AROUND WINDOW (SLOPE TOP OF SILL) 1" EXTERIOR ALUM CLIPS SPACED AS PER MANUF. REQUIREMENTS WINDOW JAMB (HEAD SIMILAR) SHIM AS REQUIRED DOUBLE STUD AT JAMB (HEADER BEAM AT HEAD AS REQUIRED) WATERPROOF BACKING (BLACK) SIMULATED EXTERIOR WOOD SIDING SET IN ALUM. CLIPS ALUM. CLIPS CONT. BACKING ROD AND SEALANT TO MATCH WINDOW FRAME 1" DRYWALL EDGE BEAD AND SEALANT JOINT AT JAMB EXTERIOR WOOD TRIM TO MATCH SIDING AROUND WINDOW WINDOW JAMB (HEAD SIMILAR) SHIM AS REQUIRED DOUBLE STUD AT JAMB (HEADER BEAM AT HEAD AS REQUIRED) WINDOW FLASHING VERTICAL BATTENS SPACED AS PER ELEVATIONS BACKING BOARD OVER WATERPROOF BACKING CONT. BACKING ROD AND SEALANT TO MATCH WINDOW FRAME DRYWALL EDGE BEAD AND SEALANT JOINT AT JAMB EXTERIOR WOOD TRIM TO MATCH SIDING AROUND WINDOW WINDOW SILL WINDOW FLASHING SHIM AS REQUIRED DRYWALL DOUBLE STUD AT SILL VERTICAL BATTEN SPACES AS PER ELEVATIONS CONT. BACKING ROD AND SEALANT TO MATCH WINDOW FRAME PLYWOOD SHEATHING EXTERIOR WOOD TRIM TO MATCH VERTICAL BATTENS EXTERIOR BACKING BOARD OVER WATERPROOF BACKING 42" P = 200# CONNECTION AT BASE GUARDRAIL M T C S 200 42" 19 ksi 1.333 = 0.33in < 0.46in = 200 42 3x19e6 0.5" = 0.34in < 0.42in 2" SQ x 3/16" STL POST @ 60"oc T = M/d = 200 x 42" 2x3.5" x 1.333 = 932# USE 5/8" dia. M.B. T ALL = 10 ksi x (5/8) 0.5 = 1533# 932# OK USE 4" 6.5" 3/8" STL. PL. W/ (2) 5/8" dia THRU BOLTS 4 job no: date: title: O IT F C-011211 S TATE O CAL F 11.30.23 RENEWAL ICENSE L A D RCH RN I A ECT WARREN W. SCOTT ARCHITECTURE 607 N Vulcan Ave Suite #4 Encinitas California 92024 760.943.8180 www.wsaaia.com SCOTT + WARREN C:\Users\Kuhlman Scott\OneDrive\777 2nd St-Mixed Use\Construction Documents\777 Mixed UseС D-Rev0-Plan 19018 21 Jan 2022 Exterior Architectural Details A 6.1.1 777 2nd St -Mixed Use Complex 850 Coast Hwy 101 Encinitas, CA 92024 777 2nd St, LLC 1/2" 1'-0" 7 A-DECK GUARDRAIL DETAIL 1/2" 1'-0" 3 A-DECK RAILING DETAIL 2 1" = 1'-0" 8 A-DECK RAILING ELEVATION 1/2" 1'-0" 16 M -TYP. GUARDRAIL ELEVATION 1/2" 1'-0" 11 M -TYP. GUARDRAIL DETAIL 1/2" 1'-0" 1 M -METAL AWNING ELEVATION 1/2" 1'-0" 2 M -METAL AWNING -SECTION 6" 1'-0" 15 A-Typical Window Jamb (Head Sim.) 6" = 1'-0" 18 A-Typical Window Sill-Plaster 6" 1'-0" 14 A-Typical Window Sill-Wood Panel 6" = 1'-0" 19 A-Window Jamb (Head Sim.)-Wd. Panel 6" 1'-0" 13 A-Window Jamb (Head Sim.)-Brd & Batten 6" = 1'-0" 17 A-Typical Window Sill-Brd & Batten 1/2" 1'-0" 4 GUARDRAIL CALC Rev Description Date
Construction Document
Jupiter 101 Redevelopment
Encinitas Design Group 2023 Commercial Encinitas, CA
This project involves the redesign of the building’s exterior walls, roofs, appearance, streetscape, lighting, parking, stairs, accessibility, etc. along with warm shell permit drawings of the interior commercial tenant spaces for future tenant buildout.
I participated as a team member through all phases of project from existing condition modeling, schematic design, design development, construction documents, construction administration. I also produces renderings for presentation to client.
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(E) TENANT N. COAST HWY 101 JUPITER STREET PUBLIC ALLEY ADJACENT BUILDING GARAGES (E) TENANT (E) TENANT (E) TENANT (E) TENANT 1:20 SLOPE 1:20 SLOPE 1:20 SLOPE PL: N15°47'11"W 99.68' PL: S15°40'38"E 99.32' (E) -STORY COMMERCIAL BLDG 1410 N. COAST HIGHWAY - -(E) -STORY COMMERCIAL BLDG 1400 N. COAST HIGHWAY - -TRNSF (E) LANDSCAPE AREA (E) LANDSCAPE AREA TO REMAIN (E) LANDSCAPE AREA (E) LAND FF&E PLANTER FF&E PLANTER FF&E PLANTER T.O. PLANTER ZONE: -CRM7,230 SF ZONING MIN. LANDSCAPE: 10% LANDSCAPE CALCULATIONS: PLANTING LEGEND: AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. HAVE PREPARED THIS PLAN IN COMPLIANCE THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. WATER EFFICIENCY CERTIFICATION: TODD KUHLMAN, AIA DATE 11/30/2022 PLANTING IMAGES: IMPERVIOUS AREA: 6,954 SF PERVIOUS AREA: NET LOT AREA: NEW PERVIOUS AREA: 110 SF IMPERVIOUS AREA: BMP AREA REQUIRED SF 25 BMP AREA PROVIDED SF AREAS: EXISTING: (E) 286 SF 8,000 SF LOT 1.7 % PROPOSED: (E) (N) 346 420 SF /8,000 SF LOT 5.25 LANDSCAPE CALCULATIONS: SCHEMATICDESIGN BIDSET ENGINEERING SUBMITTAL DOCUMENT PROGRESS PRINT ARCHITECTURE +KUHLMAN 607 Vulcan Ave Encinitas California 92024 760.704.8111 encinitasdesigngroup.com SCOTT ksa ARCHITECT O A O L F CE D A E C-33109 TODD KUHLMAN DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR TRANSMITTED ANY FORM OR ANY MEANS INCLUDING COPYRIGHT LAW. NOTES 09.15.2022 PHASE -LANDSCAPE A 1.3 DESIGN REVIEW RE-SUBMITTAL 1400 COAST REDEVELOPMENT 1400-1410 N. Coast Hwy Encinitas, CA 92024 1400-1410 N. COAST HWY 1/8" 1'-0" 1 PHASE 2 -LANDSCAPE PLAN SCREEN FENCE SECTION BLACK HOT ROLLED STEEL FINISH HEMLOCK WOOD WITH NATURAL FINISH (E) TENANT B N. COAST HWY 101 JUPITER STREET PUBLIC ALLEY ADJACENT BUILDING GARAGES (E) TENANT C (E) TENANT D (E) TENANT (E) TENANT (E) HVAC 1:20 SLOPE S7 S8 S9 S14 S15 S15 S14 S12 S7 1:20 SLOPE 6" 1:20 SLOPE PL: N15°47'11"W 99.68' PL: S15°40'38"E 99.32' PL: N74°09'51"E 80.35' (E) 2-STORY COMMERCIAL BLDG 1410 N. COAST HIGHWAY APN #254-221-23-00 (E) 2-STORY COMMERCIAL BLDG 1400 N. COAST HIGHWAY APN #254-221-24-00 S16 S6 S17 S22 TRASH N. HIGHWAY 101 LEUCADIDA STREETSCAPE TO COMMENCE 2024 118 JUPITER STREET APN #254-221-17-00 1430 N COAST HIGHWAY APN #254-221-22-00 R W E E NE A S E M E N 2 E EM NT EASEMENT 047 S23 S7 S26 S26 S26 55.75 F.F. 55.75 F.F. TRNSF S27 S29 S28 S O % S30 S8 S8 ASPHALT AREA PREVIOUSLY USED FOR PARKING, BEFORE CITY STREETSCAPE S32 N. HIGHWAY 101 LEUCADIDA STREETSCAPE TO COMMENCE 2024 ROW EASMENT 20' 0" S15 S15 S24 % FF&E PLANTER FF&E PLANTER FF&E PLANTER 26' 0"1 00 ℄ ℄ ℄ ℄ SITE PLAN LEGEND: PATH OF TRAVEL SPACE AREAOCC. LOAD FACTOROCC. LOAD (E) TENANT A 936 SF 60 (M) 16 (E) TENANT B 349 SF 60 (M) (E) TENANT C 322 SF 60 (M) (E) TENANT D 312 SF 60 (M) (E) TENANT E 349 SF 60 (M) (E) TENANT 940 SF 60 (M) 16 (E) TENANT G 1,146 SF 60 (M) 20 (E) TENANT G LOBBY240 SF 60 (M) TOTAL OCCUPANT LOAD 80 (E) OCCUPANT LOAD: (E) BUILDING TO REMAIN AREA (N) LANDSCAPE PLANTED AREA (E) LANDSCAPE PLANTED AREA (N) CONCRETE PAVING (E) ASPHALT PAVED AREA STORM WATER BMP AREA 1. ALL DOORS SHALL BE OPERABLE WITHOUT THE USE OF SPECIAL KNOWLEDGE OR KEY. 2. READILY VISIBLE EXIT SIGNS, SHALL MARK ACCESS EXITS WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. EXIT SIGN ACEMENT SHALL SUCH THAT NO POINT IN CORRIDOR MORE HE SIGN, WHICHEVER LESS, FROM THE NEAREST VISIBL SIGN. EXCEPTIONS: EXIT SIGNS ARE NOT REQUIRED IN OOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS. SIGN, SHALL BE IDENTIFIED BY TACTILE EXIT SIGN WI NOT UTILIZE STAIR OR RAMPS, OR MEANS OF AN EXI PASSAGEWAY, SHALL BE IDENTIFIED BY TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" 6. THE OWNER AND/OR CONTRACTOR SHALL REVIEW PLAN HANGES WITH THE FIRE MARSHALL AND NECESSARY, SHALL EMPLOY FIRE ALARM DETECTION SYSTEM CONSULTANT MAKE CHANGES THE EXISTING SYSTEM BASED ON THE NOTES: (E) IMPERVIOUS AREA: 6,954 SF (E) PERVIOUS AREA: (E) NET LOT AREA: 7,230 SF (E) PERVIOUS PERCENTAGE:3.8% REMOVED PERVIOUS AREA: SF NEW PERVIOUS AREA: 110 SF (P) IMPERVIOUS AREA: 6,844 SF (P) NET LOT AREA: 7,230 SF (P) PERVIOUS PERCENTAGE:5.5% PERVIOUS AREA INCREASE: 1.7% AREAS: EARTHWORK CUT: 0' C.Y. EARTHWORK FILL: 0' C.Y. EARTHWORK IMPORT: 0' C.Y. EARTHWORK EXPORT: 0' C.Y. REMEDIAL GRADING: 0' C.Y. EARHTWORK GRADING QUANTITIES: REPLACED IMPERVIOUS AREA:630 SF BMP AREA REQUIRED 630 SF .04 BMP AREA PROVIDED 110 SF ROW EASEMENTS PER TITLE REPORT PARKING ANALYSIS: EXISITNG: REGULAR STALLS: 15 ACCESSIBLE STALLS: TOTAL: 16 PROPOSED: REGULAR STALLS: (EXISTING TO REMAIN) ACCESSIBLE STALLS: (PROPOSED TO REPLACED STALL REMOVED BY CITY STREETSCAPE) TOTAL: *** Required: Total: 17 Spaces 5,026 SF 300* NORTH 101 CORRIDOR SPECIFIC PLAN TABLESPACE FOR 300 SF @ OFFICE RETAIL - EXISTING PROPOSED (NO CHANGE) PER N101SP 3.2.2.B.3 BUILDING ONLY NEEDS TO PARK BUILDING ADDITION, NOT WHOLE BUILDING, THEREFORE: 240 SF (NEW ADDITION)/300* PARKING STALL REQUIRED. ***LEUCADIA STREETSCAPING REMOVES 12 EXISTING STALLS WHICH CANNOT BE REPLACED, AS CURB, GUTTER, LANDSCAPING BLOCKS ACCESS*** SHEET NUMB SCALE: JOB NUMBE SHEET TITLE DATE REVISION F S ATE O CENSE L C-33 11.3 TO W KUHL COPYRIGHT NO DOCUMENT MA KUHLMAN SCO COPYRIGHT LA 09.15.2022 PHASE 1400 C REDEV 1400-1 Encinita 1/8" 1'-0" 1 PHASE 2 -SITE PLAN KEYNOTE LEGEND S6(N) ASPHALT PAVING TOPPING OVER EXISTING PAVING S7(N) CONCRETE PAVING S8(N) 24" TALL RAISED F.F.E. PLANTER WITH LANDSCAPE PLANTING PER CITY STANDARDS S9(N) LANDSCAPED PLANTING AREA PER CITY STANDARDS S12(E) 4' TALL WOOD SLAT SCREENED MECHANICAL AREA WITH GATE, S14(N) STRUCTURAL POST PER FLOOR PLANS S15(N) COVER OVERHANG AREA PER FLOOR PLANS S16(N) CONCRETE WHEEL STOP PER CITY STANDARDS S17(E) CONCRETE PAVING TO REMAIN S22(N) SITE STAIR PER FLOOR PLANS WIDE FIRE LANE S23(E) COAST HIGHWAY 101 RIGHT-OF-WAY DEDICATION EASMENT S24(E) PUBLIC STREET RIGHT-OR-WAY DEDICATION EASEMENT DOC#2022-0127216 S260' SETBACK PER NORTH 101 SPECIFIC PLAN 3.1.2.A.5 S27(N) 4' TALL WOOD SLAT SCREEN ENCLOSURE FOR TRASH AND TRANSFORMER, HEMLOCK, NATURAL FINISH S28(N) 800 AMP 3-PHASE TRANSFORMER S29(N) UNDERGROUND ELECTRICAL SERVICE LINE S30(E) 5' TALL VERTICAL WOOD SLAT FENCE ON NEIGHBORING PROPERTY'S PROPERTY TO REMAIN S32(N) ACCESSIBLE PARKING STALL & CLEARANCE STRIPING, 17'X18' PARKING STALLS TO CITY STANDARD, WITH ASPHALT TOP OAT 8 1 (E) First Floor - 0" (E) Ceiling - 4" (E) Second Floor 10' - 3" T.O. LOW ROOF 20' - 3" 51 30 53 10 T.O. PARAPET 22' - 6" EXISTING PROPOSED FINISH GRADE (NO CHANGE) ZONING HEIGHT LIMIT 33' - 0" T.O. SLATS 23' - 10"UNIT SIGNAGE UNIT SIGNAGE UNIT SIGNAGE UNIT SIGNAGE (E) First Floor 0' - 0" (E) Ceiling 9' - 4" (E) Second Floor 10' - 3" T.O. LOW ROOF 20' - 3" T.O. PARAPET 22' - 6" EXISTING FINISH GRADE (NO CHANGE PROPOSED) EXTERIOR LATH PLASTER, INTEGRAL COLOR, SMOOTH SAND FINISH COLOR: WHITE (N) VERTICAL WOOD SLATS WESTERN HEMLOCK WOOD, NATURAL FINISH (N) LINEAR WOOD SIDING: (N) EXPOSED STEEL FRAMING, PAINTED FINISH: IRON ORE (N) WINDOW MULLION AND MISC. BRAKE METAL TRIM FINISH: DARK BRONZE (N) WINDOW GLAZING (N) 12" GEOMETRIC PORCELAIN TILE MNFR: TBD MODEL: TBD FINISH: TBD ACCENT COLOR: PANTONE 16-1253 ORANGE OCHRE ELEVATION LEGEND: 1.THE HIGHEST POINT OF THE ROOF, EQUIPMENT, OR ANY VENT, PIPE, ANTENNA OR OTHER PROJECTION SHALL NOT EXCEED 33 FEET ABOVE THE REFERENCE DATUM ESTABLISHED IN ACCORDANCE WITH THE NORTH 101 ON THE SAME PREMISES WHERE SUCH LIGHTS ARE LOCATED AND IN ACCORDANCE WITH THE APPLICABLE REGULATIONS THE CITY OF ENCINITAS. *** SEE BUILDING SECTIONS FOR 35' HEIGHT LIMIT LINE ELEVATION NOTES: SCALE: ARCHITECT A O L CE D C-33109 TODD KUHLMAN DOCUMENT MAY BE TRANSMITTED AN COPYRIGHT LAW. 09.15.2022 EXTERIOR 1400 COA REDEVEL 1400-141 Encinitas, 1/4" 1'-0" 2 PROPOSED -EAST ELEVATION 1/4" 1'-0" 1 EXISTING -EAST ELEVATION KEYNOTE LEGEND 2(N) STOREFRONT/WINDOW SYSTEM: CLEAR INSULATED GLAZING DARK BRONZE MULLIONS 3(N) METAL FIN TRIM AROUND WINDOW SYSTEM, TO MATCH MULLION FINISH 4(N) STOREFRONT DOOR SYSTEM 5(N) STRUCTURAL COLUMN 6(N) EXTERIOR STEEL STAIR SYSTEM WITH C-CHANNEL STRINGERS, MAX. RISER OF 1/2" AND MIN. TREAD OF 11" 7(N) PAINTED STEEL ROD 42" GUARDRAIL AND 36" HANDRAIL FOR (N) STAIR 9(N) ROOF STRUCTURE WITH STEEL C-CHANNEL EDGES 10(N) TALL POURED-IN-PLACE CONCRETE WALL BASE, NATURAL GRAY FINISH 30(E) TO REMAIN STOREFRONT/WINDOW SYSTEM: CLEAR INSULATED GLAZING DARK BRONZE MULLIONS 51(N) WALL WITH STUCCO FINISH, PER ELEVATION LEGEND 52(N) VERTICAL WOOD SLAT SYSTEM OVER STUCCO WALL 53(N) VERTICAL LINEAR WOOD SIDING SYSTEM, PER ELEVATION LEGEND 54(N) EXPOSED STEEL FRAMING, PAINTED PER ELEVATION LEGEND
Construction Document
Lucadia Residence
Encinitas Design Group 2023
Lucadia, CA
This project includes the design and permit drawings required for submittal to the City of Encinitas for the modernization and expansion of an existing one-story home with the following:
• Create a new free-standing 600-800 SF one- bed room ADU.
• Transform exterior to create transitional style home.
• Master plan/site plan property at front & backyard to include pool location.
I participated as a team member through all phases of project from existing condition modeling, schematic design, design development, and construction documents.
09
Construction Document
P.A.C.E. (Primary Adult Care Clinic)
Kuhlman Scott Architecture + Raymond Fox & Associates 2022
Imperial, CA
This is designing a new medical shell office building two stories above grade plane. KSA in coorporation with RFA, provided the preparation of entitlement and permit drawings for submittal to the City of Imperial for this two-story medical office building (MOB) and management of the City of Imperial, CA entitlement process.
I participated as a team member through all phase of project from schematic design, design development, and construction documents. I also produced renderings for presentation to RFA and the owner.
10
Construction Document
This project involves the design and construction services for the expansion of an existing one-story medical office building. This project requires additional structure/development of the site to establish approximately 10 parking spaces on the street adjacent to the property along with accessible parking and second-floor building entry.
I participated as a team member through all phase of project from schematic design, design development, and construction documents.
Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" T/WALL= 137.67 T/WALL= 135.67 MECHANICAL SCREEN WALL FINISHED GRADE T/WALL= 136.67 T/ROOF= 134.2 First Floor 111' - 8" Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" T/WALL= MECHANICAL SCREEN WALL FINISHED GRADE 111.67 FINISHED GRADE T/WALL= 135.67 ELEVATOR OVERRUN T/ROOF= 134.2 T/ROOF= 134.2 First Floor 111' - 8" Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" 14' 6" T/WALL= 135.67 T/ROOF= 137.67 FINISHED GRADE 109.67 FINISHED GRADE 111.36 T/WALL= 135.67 FINISHED GRADE 111.67 T/WALL= 137.67 T/WALL= 135.67 T/WALL= 137.67 job da ti C-0 S A O E CEN D WA SC A Ran Plas 1431 Del M Desig DRB1 Devel 3/16" 1'-0" 1 East Elevation 3/16" 1'-0" 2 South Elevation 3 West Elevation Rev ABBREV T/W TOP OF FG FINISHE FFE FINISHE First Floor 111' - 8" Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" Grade Level 109' - 8" EXISTING CLINIC 5,115sf UPPER CLINIC 3,145sf PARKING EXIST. LANDSCAPE FINISHED GRADE ENTRY DECK T/ROOF= 137.67 T/ROOF= 137.67 T/ROOF= 135.67 FFE= 125.00 First Floor 111' - 8" Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" Grade Level 109' - 8" EXISTING CLINIC 5,115sf UPPER CLINIC 3,145sf PARKING 13' 3" 12' 9" FINISHED GRADE TREE WELL DECK T/ROOF= 137.67 T/WALL= 135.67 MECHANICAL SCREEN WALL T/WALL= 137.67 T/WALL= 135.67 ELEVATOR OVERRUN T/WALL= 137.67 T/ROOF= 134.2 T/ROOF= 134.2 FFE= 125.0 First Floor 111' - 8" Second Floor 124' - 5" Lower Roof 135' - 8" Upper Roof 137' - 8" Grade Level 109' - 8" 26' 0" 26' 0" T/ROOF= 137.67 T/WALL= 135.67 FINISHED GRADE 109.67 FINISHED GRADE 110.67 PARKING MECH. WELL DECK job da t C-0 AT ENSEWA SC A Ran Plas 1431 Del M Desig DRB1 Deve 3/16" 1'-0" 2 Building Section @ Upper Entry 3 Building Section Looking North 3/16" 1'-0" 1 North Elevation ABBREV T/W TOP OF FFE FINISHE 11 Ranch & Coast Plastic Surgery Kuhlman Scott Architecture, 2019 Del Mar, CA
Construction Document & LEED
Resiliency Research and Education Center
Sustainable and Resilient Design 2017 East Boston, MA 12
This project aims to explore sustainable and resilient design approaches for carbon-neutral buildings and urban revitalization. It involves the creation of a mixed-use building dedicated to interdisciplinary research, sustainability education, and community outreach in East Boston. The design focuses on environmental ly conscious features, energy-efficient strategies, passive and active design methods, advanced building systems, and renewable energy sources. The project encompasses site analysis, program development, and compliance with building codes. The design concept considers programmatic elements and passive sustainable strategies, leading to schematic design involving spatial arrangement, structural grid, building envelope, site treatment, and MEP system integration. Energy models are employed to assess the impact of energy-efficient design strategies, guiding further development towards net-zero energy goals. Addi tionally, the project explores site improvements, including urban farming, a park, and an extension of the East Boston Greenway.
Spr ng
Reyhaneh Bassam abar
2017
PUBLICATION
The Enhancement of Learning through the Design Proccess
Renovation of the Fort River Elementary School 2018
AMHERST, MA
The purpose of my thesis is to discover a logical way to connect the ideas of Rudolf Steiner, developer of the Waldorf Education Method, and current theories of educational and psychology with the architectural design of an educational facility while maintaining Massachusetts Department of Education standards. With this purpose in mind, I studied a school, built in 1973 in Amherst: the Fort River Elementary School. The current school structure is in architectural conflict with many of the ideas extolled by the Waldorf Method. Among the questions I wish to address in my thesis are: “What is the role of architecture in enhancing the quality of education?”, “What are the design elements which inspire learning?” “Can a Waldorf Method based design be compliant with Massachusetts Standards?”
WORKS 01 Formed Panel System Design Studio - Fall 2017 Amherst, MA
FABRICATED
Being suggested by CIP (commercially important peson) architect of Imam Khomeini airport, I designed street lighting of CIP based on the structure and conditions of the airport. The design was approved and was implemented later. The design is based on Persian architecture and lighting pole resembles Iranian warrior in Hakhamanesh kingdom 6th century BC.
Lighting Project
02 Parametric Towers List Structure Design Studio - 2017 Amherst, MA
Commercially Important Person (IKA CIP) Internship - 2011 Tehran, Iran
Parametric Patterning Design Studio - 2017 Amherst, MA
03
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