selected works
2017
2019
dev i c handra
EDUCATION 2019 University of California, Berkeley Berkeley, United States 2017 Diablo Valley College Pleasant Hill, United States 2014 Universal School Kemayoran Jakarta, Indonesia EXPERIENCE
DEVI CHANDRA devichandra@berkeley.edu 925-490-9970 1190 Mission St San Francisco, CA Architecture is a celebrated form of art that people can enjoy and use. Good architecture helps build the community and I believe is a great way to contribute to society.
ABOUT ME An architecture undergraduate from UC Berkeley. I consider myself a highly motivated and hard working individual who is always willing to learn. I am interested in expanding my professional experience relating to my career.
John Lum Architecture Architectural Intern 2 months Provide technical assistance to a senior staff in preparing construction drawings and specifications. Prepare and revise documentations in various architectural phases. DVC Earth Club Vice President of Marketing and PR
8 months
Expanded reach to 50% more members by implementing new marketing strategy, including inside volunteering events during general meetings and event collaboration with other clubs. DVC Photography Club Marketing Committee 4 months SKILLS Vectorworks Rhinoceros 6 Revit AutoCAD Sketchup V-Ray Lumion Adobe Illustrator Adobe Photoshop Adobe Indesign Microsoft Office Digital Fabrication LANGUAGE English
Advanced
Indonesian
Native
Chinese
Basic
TABLE OF CONTENTS 01 NORTH BEACH COMMUNITY CENTRE UC BERKELEY / FALL 2018 INSTRUCTOR: DOMINIQUE PRICE
02 GOOD FOOD PROJECT UC BERKELEY / SPRING 2018 INSTRUCTOR: ELEANOR PRIES
03 PRODUCTIVE SHELTER UC BERKELEY / SPRING 2019 INSTRUCTOR: ERIC REEDER
04 URBAN SCHOOL OF ARCHITECTURE + ARTS UC BERKELEY / SPRING 2017 INSTRUCTOR: ANTHONY GRAND
+ CONSTRUCTION WORKS UC BERKELEY / SPRING 2018 INSTRUCTOR: DANA BUNTROCK, DAVID JAEHNING
+ PROFESSIONAL WORKS JOHN LUM ARCHITECTURE / SPRING 2019
01 NORTH BEACH COMMUNITY CENTRE “AS THEATRE FOR LIFE” UC BERKELEY / FALL 2018 INSTRUCTOR : DOMINIQUE PRICE
The building project is for a non-profit community group that has operated in the North Beach neighborhood of San Francisco for over 125 years, offering a variety of programs to a clear stratification of users - children attend educational programs, elder citizens participate in community building services, tourists and teens attempt to explore their world in this part of San Francisco. The site is 660 Lombard and 555 Chestnut. The main premise of the project proposes the community centre as a place where sound and architecture interacts. A place of solitude, a place of comfort, a place where you can experience the city sounds. The experience entering the building feels like a performance itself - from the dual nature of the entrances, how the overall form undulates following the topography of the location, the encounter of unique spaces and watching activities unfold. The language of the building is inspired by Lawrence Halprin’s work particularly the Levi’s Plaza.
Social Media Influencer
Businessman
Avid Reader
Pharmacist
Food Enthusiast
North Beach has a lot of unique sound qualities. The spaces in the surrounding territory produces a distinct soundscape - whether it be nature, music, sounds of people, or even traffic. Sound is fundamental for comfort and experience. This study proposes the idea to replicate these unique sound qualities of North Beach and into the community centre where people can listen and enjoy the sounds they love in a safe environment.
People of North Beach
Entrance from Lombard St
Entrance from Chestnut St
Ground Floor
First Floor
In the ground floor of the building the main programs are the theatre space and the open community room. However, the two entry ways are the highlight of the project. A rolling hill welcomes visitors from the active Lombard St right to the community space where the noisy atmosphere is filtered with the water feature. On the opposite entrance, different colored tiles and materials: stone, wood, grass, sand makes the appearance of the building more vibrant and welcoming in contrast to the peaceful Chestnut St.
Second Floor
Roof Plan
The playground area especially has a very exciting sound quality due to its central location in the building surrounded by the spaces which allows these urban noises to bounce around surfaces naturally. On the second floor, where mainly office and study areas are situated, a designated quiet space allows people to enjoy moments of silence without prying eyes. The rooftop area is where you can celebrate the culmination of all the city sounds you love. A choreographed sound quality with the feeling of nature directly above you and a panoramic view of the neighborhood.
Waterscape
Sand
Colored Steps
These in between urban spaces (secure and open) is activated by the following chosen catalysts: sculpture, sand, and water. These elements bring life into the space, exisiting as both elements of play - sandbox, and art - zen garden. The use of waterscape creates a tranquil atmosphere and screens out the noisy sounds from Lombard St. and makes the entry experience a peaceful one. This is a different experience when entering from the Chestnut St. which has a more active and vibrant atmsophere.
Section Perspective from Lombard St
Space of Solace
Section Perspective from Chestnut St
Playground
02 GOOD FOOD PROJECT “EDUCATION, PRODUCTION, SERVICES” UC BERKELEY / SPRING 2018 INSTRUCTOR: ELEANOR PRIES
The project is located at the intersection of Oak and Franklin St. The neighborhood is the epicentre of food, technology and many of the city’s most prominent civic and cultural institutions. The site orientation is predominantly West with minimal Northern and Southern exposures. The primary elements include a large, flexible ground floor, an urban test farm, a food research facility, public kitchens, and a specialized food library. The programs touch upon all aspects of the food cycle from growth through preparation, distribution, consumption, waste and recycling. The ground floor is comprised of elements that need direct access to the city: a large market hall/ urban room, a loading and service area, a public dining area and entry to the other programs that are located in the upper portions of the building. The interface between the city and the market hall should allow for different degrees of openness and porosity that suit the needs of different kinds of events. Inside the test farm, modules of Sky Greens, a vertical farming system are installed.
FRANKLIN ST
HICKORY ST
OAK ST
Ground Floor
Section A-A
First Floor
Section B-B
Second Floor
Third Floor
Longitudinal Section
Circulation The programmatic idea of my project is to divide the building into 3 by means of education, production, and services. Each building serves its own independent purpose and circulation is controlled within the services building. This allows a secure environment for the research facility and urban test farm. The space between each building is completely open to the urban environment.
A Day In The Life Structure
As a worker Primarily uses the service building, with immediate access to all necessary programs. Easy waste disposal access in and out of the building with available parking area for service trucks.
As a scientist Through the service building, they will head directly to either the test farm which is directly connected to the food research facility or to the specialized food library.
Circulation
As a visitor Will enter the building through the marketplace, interact with food vendors and facilities on the ground floor, access the open kitchen through the public stairway and enjoy city views from the open air courtyard. Envelope
Facade Study External facade system uses perforated aluminum panels and the internal facade system uses aluminium fins as a shading and performance strategy. In the south facing part of the building, the fins are horizontal to block a harsher direct sun that falls at an angle. In the north facing part of the building, minimal vertical fins are placed where direct sun is limited. The same case applies for the East side. Whereas the West facing part of the building requires more shading due to the sun’s position, therefore more vertical fins are required on this side. Similarly, the number and size of perforation is altered according to the building’s orientation. Material system uses a twin face facade where air flows in the intermediate cavity allowing exchange of air contained between the wall and the outer cladding. SOUTH
EAST
Conceptual Cut
Expanded Cut
Top: Rendering of the main gathering area, the open marketplace located on the ground floor. Left: Rendering of the skybridge which connects the test farm to the food research facility. Controlled access between these two programs allows for security and ease of communication between research personnels.
03 PRODUCTIVE SHELTER “WORK AND THE MIGRATION OF RESOURCES” UC BERKELEY / SPRING 2019 INSTRUCTOR : ERIC REEDER
The studio focuses on creating a shelter, both temporary and long term as primary components of program. We will design for productivity, extending from the sites industrial past; a hub of multivalent ‘work’ opportunity harnessing honeybee activity alongside the resourcefulness of migrant populations. Education and social services, coupled with common public space, will provide social platforms for engaging encounters. The aggregate program will challenge the preposterousness of growing negative sentiments surrounding migratory phenomena. The site is at 1300 Bryant St, situated along an infrastructural seam between SOMA and the Mission District neighborhoods in San Francisco. An existing warehouse establishes base structure for operation. The existing building is approximately 44,000sf. A productive work agenda is the main premise of the project, exploring the overlapping conditions between work and living and the environmental conditions to seperate the two. With the industrial aesthetic of the existing structure still intact, the building begans to develop as a system of machine like architecture with programs that support and provide spaces to be productive.
Zone 1
Preliminary Analysis B The intial site analysis becomes what is called the territory map – study of immediate territory of the site and identifying the leisure activities in the area. These mapped out places include anything from grocery stores, neighboring gyms, and to local hang out spots. The idea is that pinpointing these locations would help ease the migrants’ transition in the new environment. The next set of composite maps are titled zoning and production maps which explores production at different scales: immediate, local, regional. Industrial Zone
Warehouse Store
Out of bounds
Production Zone
Site
Site
Moving and Storage
Retail
Supply Store
The zoning map zooms out on a larger scale of the territory and classifying these nodes into zones of activities based: productive, industrial, and educational.
Production Map
B
Zone 1
Industrial Zone
Out of bounds
Production Zone
Site
Out of bounds
C
Education Zone
Sphere of action Out of bounds
Zoning Map
Territory Map
Inspection
Reception
Packaging
Inventory Control
Tectonic Model
+ +
+
+
+
+
+
Site Model
The tectonic model incorporates composite map references as well as physical site conditions. Interpreting and further study on edge of work conditions – work inside and outside of the structure, and understanding moments of translations to incorporate these spaces into the building. The abstract notation models also help define the working spaces inside the building by type and volumes i.e. inventory control space/storage. This “edge� of work then becomes a datum of organisation for the site that organises programs and circulation, and as a defining line that mediates work and living conditions.
GROUND PLAN
GROUND FLOOR
The different nature of hatches on the Ground Plan suggest different types of activities that the space accommodates. The marketplace is an important public space that allows individual interaction and transparent exchange of resources. The wall or border is made permeable by industrial garage-like openings inspired from the exisiting warehouse structure. Each extruded volumes form a tower-like building that has their own productive work agenda, mediating between the work and living.
SECONDFLOOR FLOOR SECOND
The second floor plan clearly shows the thickened wall condition that performs as a living wall. The spine dictates the core circulation of the building but is not limited to just that. An isolated circulation in the form of stairway and elevators are available to connect the different spaces in between the housing units. The overlap of spaces between the work and living areas becomes the defining form of the building with the work areas more transparent compared to housing areas for privacy reasons. This idea of having work spaces directly on your floor, above, or below you explores more on the idea of productivity and efficiency and changing one’s overall lifestyle.
Aspects Of Work
+ Food Production
+ Public Outreach / Education
+ Inventory Control
+ Laboratory
+ Factory
+ Marketplace
Community Centre
Nature blends into the outdoor community centre. The community centre provides a space where residents and community members can help grow and nurture plants promoting a self sustaining and productive work environment. Adjacent programs are the food test farm and the cafetaria.
Skywalk
The open skywalk allows for a more flexible and open interaction with the community members and local residents. Transparent circulation extending from the spine of building offers more openness in between programs as well as panoramic views of the city.
04 URBAN SCHOOL OF ARCHITECTURE AND ARTS “CENTRALITY DICTATES FORM� DIABLO VALLEY COLLEGE / SPRING 2017 INSTRUCTOR : ANTHONY GRAND
Urban School of Architecture and the Arts located in Downtown Oakland. The site has an existing park on the west side of the block and is prominently situated between the Fox Theatre and residential apartment blocks. This project involves the construction of two seperate buildings and a greenway in between them. The buildings should reflect an appropriate, creative, and innovative environment for architecture students and faculty. The building forms and architectural expression should reflect an understanding of the site context within a dense urban environment. Also taking into consideration for all neighboring street edges, adjacent uses, circulation routes and any other physical and cultural context that will inform the design. Main programs include a lobby, cafe, outdoor working spaces, administration and faculty offices, classroom and studio spaces, designated classrooms for various mediums such as painting and ceramics, as well as a gallery to display the student works.
First Floor Architecture School (1”-30’-0”)
First Floor Art School (1”-30’-0”)
Section B-B
Section A-A
Ground Floor (1”-30’-0”)
Third Floor Architecture School (1”-30’-0”)
Third Floor Art School (1”-30’-0”)
Second Floor Architecture School (1”-30’-0”)
Second Floor Art School (1”-30’-0”)
Form Diagram
Main idea involves a central circulation with programs situated on either sides for ease of circulation and efficient allocation of spaces considering the number of programs needed to fit the site. The envelope of the building uses perforated metal as a primary element and glass strategically used to promote transparency to the open urban environment.
North Elevation
East Elevation
Section A-A
South Elevation
West Elevation
Section B-B
Studio Space inside the Architecture Building
Balcony overlooking the School of Architecture
Greenway between the School of Architecture and the Arts
+ CONSTRUCTION “WOOD AND METAL CONSTRUCTION” UC BERKELEY / SPRING 2018 INSTRUCTOR : DANA BUNTROCK, DAVID JAEHNING IN COLLABORATION WITH: DARREN PIRONO, VINCENT DHARMA, SANGJIN JOUNG
Wood Construction
Metal Construction The project focuses on the construction of a cantilevered platform made of aluminum or steel. Dimensions of the platform should be a minimum of 11” x 17” and must cantilever a minimum of 1/3th of its lenght or width from the top of the stair frame. A set of stairs should lead to the platform and must be compliant as per IBC. For this metal project, we wanted to take advantage of the lightness quality of steel but still able to bear a lot of weight. We wanted to showcase this quality into our design and make an elegant and sleek set of stairs. The up and down continuous quality of our stairs resembles the journey of life. Just as there are a lot of highs and lows in life - we tried replicating that idea and putting it into our design.
Configurations
Construction Details
Construction Details : 1 3/8” dimensional lumber, 1 1/2” rod, Mitter with Wood Spline and Dado joinery technique, Plasti-dip is sprayed onto the base to protect the end-grain.
Construction Details : Welding for the steel frame underneath, cold joints for the handrails and sheet metals, spot welding to attach each metal plates.
+ PROFESSIONAL WORKS “BOLINAS ADU GUEST HOUSE” RESIDENTIAL / SPRING 2019 JOHN LUM ARCHITECTURE
WUI EXTERIOR COVERINGS NOTES:
JOHN LUM ARCHITECTURE INC.
CRC2016 §R337.7.3 EXTERIOR WALLS: THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. 3. HEAVY TIMBER EXTERIOR WALL ASSEMBLY. 4. LOG WALL CONSTRUCTION ASSEMBLY. 5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1. EXCEPTION: ANY OF THE FOLLOWING SHALL BE DEEMED TO MEET THE ASSEMBLY PERFORMANCE CRITERIA AND INTENT OF THIS SECTION: 1. ONE LAYER OF 5/8" TYPE-X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 2. THE EXTERIOR PORTION OF A 1-HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. CRC2016 §R337.7.3.1 EXTENT OF EXTERIOR WALL COVERINGS: EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE.
CEDAR DECK BRIDGE O/ STL. BEAMS CORTEN STL. CANOPY
9 AA8.1
3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110 TEL 415 558 9550 FAX 415 558 0554
Assisted in updating the 3D Model using Vectorworks, Redline changes includes: adding dimensions, call out text, stylizing elevations and sections, updating window and door schedules.
STUCCO FIN.
+129'-2" CEDAR WD. SIDING
T.O. UPPER ROOF
GALVALUME FASCIA TRIM W-307
3'-6"
10'-2"
AA8.2
date :
issues/ revisions :
by :
09.12.18 07.29.19
lighting consultant win. & door pricing
cm cm
W-204
1'-3"
W-104
BOARD-FORMED CONC. RETAINING WALL AT PATIO
3'-5 1/4"
4'-0"
3'-0"
T.O. 2ND FL
+106'-0" T.O. 1ST FL
3'-11 7/8"
1 AA2.1
ALUM. CLAD WD. WINDOWS
W-211
3'-5 3/4"
6'-7 5/8"
9'-6 3/4"
7'-1 1/8"
5'-10 7/8"
5'-4 1/2"
PROPOSED ADU ELEVATION - EAST Scale: 1/4" = 1'-0" STUCCO FIN.
+129"-3" T.O. UPPER ROOF
10'-3"
GALVALUME FASCIA TRIM
W-302
W-301
john lum 46 horseshoe hill rd. bolinas, ca. 94924
2'-9 1/2"
W-213 7 AA8.1
1'-9 1/4" 1'-7"
9'-0" +110'-0"
CORTEN STL. CANOPY
ALUM. CLAD WD. WINDOWS
W-203 W-206
client :
W-205 8 AA8.1
46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
GALVALUME TRIM PANEL
T.O. 3RD FL
46 HORSESHOE HILL RD. BOLINAS, CA. 94924
+119'-0"
1 AA8.3 CEDAR WD. SIDING
AA8.2
CEDAR DECK BRIDGE O/ STL. BEAMS
+119'-0" T.O. 3RD FL
9'-0" 4'-0"
T.O. 2ND FL
+106'-0"
W-101 AA8.-
3'-6 1/8"
1'-6 1/2"
W-102 1 AA8.1 2'-11 7/8" 1'-5 7/8"
+110'-0"
W-216
W-208
2 AA8.1
AA8.AA8.-
project name :
AA8.-
T.O. 1ST FL
46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
BOARD-FORMED CONC. RETAINING WALL
6'-0"
5'-11 3/8"
7'-0 7/8"
ADU EXTERIOR ELEVATIONS 2 AA2.1
PROPOSED ADU ELEVATION - WEST Scale: 1/4" = 1'-0"
AA2.1
JOHN LUM ARCHITECTURE INC.
CRC2016 §R337.7.3 EXTERIOR WALLS: THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. 3. HEAVY TIMBER EXTERIOR WALL ASSEMBLY. 4. LOG WALL CONSTRUCTION ASSEMBLY. 5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1. EXCEPTION: ANY OF THE FOLLOWING SHALL BE DEEMED TO MEET THE ASSEMBLY PERFORMANCE CRITERIA AND INTENT OF THIS SECTION: 1. ONE LAYER OF 5/8" TYPE-X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 2. THE EXTERIOR PORTION OF A 1-HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. CRC2016 §R337.7.3.1 EXTENT OF EXTERIOR WALL COVERINGS: EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE.
+129-3" T.O. UPPER ROOF
ALUM. CLAD WD. WINDOWS (TYP.)
3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110 TEL 415 558 9550 FAX 415 558 0554
WUI EXTERIOR COVERINGS NOTES:
10'-3"
GALVALUME STANDING SEAM ROOFING W-305
W-303 STUCCO FIN. GALVALUME FASCIA TRIM
+119'-0"
9'-0"
T.O. 3RD FL
W-210
W-202
(N) GUARDRAIL & HANDRAIL @ MIN. 34” , MAX. 38” AFF, AS PER CBC2016 SEC. 1015.3 EX. 2
AA8.-
+106'-0" T.O. 1ST FL BOARD-FORMED CONC. RET’G WALL
PROPOSED ADU ELEVATION - NORTH
1 AA2.2
Scale: 1/4" = 1'-0" STUCCO FIN. OVERFLOW SCUPPER CORTEN STL. CANOPY W/ RECESSED LED STRIP LIGHT ALUM. CLAD WD. WINDOWS (TYP.) GALVALUME STANDING SEAM ROOFING
+129'-3" T.O. UPPER ROOF
10'-2"
3 AA8.3
john lum 46 horseshoe hill rd. bolinas, ca. 94924
4'-0"
AA8.-
client :
D-101
AA8.-
T.O. 2ND FL
46 HORSESHOE HILL RD. BOLINAS, CA. 94924
+110'-0"
46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
1'-9"
W-201
date :
issues/ revisions :
by :
09.12.18 07.29.19
lighting consultant win. & door pricing
cm cm
5 AA8.1 W-308
D-301
CEDAR DECKING BRIDGE O/ STL. BEAMS 3'-6"
4 AA8.1 CEDAR SIDING
+119'-0" T.O. 3RD FL
CONC. FDN./ RET’G WALL W-215
W-207 +116'-1 1/2"
DASHED OUTLINE OF BLDG. WALL BYD.
2'-0"
6'-1 1/2"
9'-0"
T.O. RTG. WALL
+110'-0"
4'-0"
4'-0"
T.O. 2ND FL
project name : 46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
+106'-0" T.O. 1ST FL 5'-6 1/2"
8'-11"
24'-6 1/2"
ADU EXTERIOR ELEVATIONS
PROPOSED ADU ELEVATION - SOUTH
Window Schedule
MATCH
Casement Opening
ALUM. CLAD WD.
X
T.B.D.
11'1"
Custom
ALUM. CLAD WD.
X
T.B.D.
CORNER WINDOW W/ TEMP. GLASS BOTH PANES
E
101
7'5 1/2"
4'0"
10'0"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
CORNER WINDOW W/ TEMP. GLASS BOTH PANES
C
101
4'11 3/8"
11'3 1/8"
12'8 5/8"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
X
T.B.D.
X
T.B.D.
ALUM. CLAD WD.
X
T.B.D.
204
H
201
3'2"
6'11 1/4"
8'11 1/4"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
I
201
3'2"
6'5"
9'5"
Awning Custom
ALUM. CLAD WD.
X
T.B.D.
206
J
201
3'2"
6'10 7/8"
9'10 7/8"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
207
K
202
3'8 3/8"
4'6"
8'0"
Corner Fixed Window Glass
ALUM.
X
T.B.D.
208
K
202
3'8 3/8"
4'6"
8'0"
Corner Window Fixed Glass Casement
ALUM.
X
T.B.D.
210
M
203
3'8"
6'2 5/8"
7'11 5/8"
Casement
ALUM. CLAD WD.
X
T.B.D.
EMERGENCY ESCAPE & RESCUE WINDOW
211
B
203
6'1 3/4"
6'3"
8'0"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
213
V
203
3'5 3/4"
5'5 1/2"
8'0"
Casement
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
215
B
203
9'7 1/2"
1'10 1/2"
8'0"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
216
205
OPERABLE CORNER WINDOW W/ TEMP. GLASS BOTH PANES OPERABLE CORNER WINDOW W/ TEMP. GLASS BOTH PANES
M
203
2'6"
3'2"
5'6"
Casement
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
301
S
302
3'5 3/4"
4'8 1/8"
3'0"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
TEMP. GLASS BOTH PANES
302
Q
302
3'5 3/4"
5'5 1/2"
8'5 1/2"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
303
R
302
3'5 3/4"
6'0 1/8"
9'0 1/8"
Fixed Glass
ALUM. CLAD WD.
X
T.B.D.
305
P
301
3'5 3/4"
6'0 1/8"
9'0 1/8"
Custom
ALUM. CLAD WD.
X
T.B.D.
307
N
301
7'11 7/8"
6'0"
9'0"
Custom
ALUM. CLAD WD.
X
T.B.D.
308
T
301
6'6"
1'6 1/2"
4'6 1/2"
Awning
ALUM. CLAD WD.
X
T.B.D.
11'-3" UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR
FINISHED FLOOR
WINDOW TYPE B
WINDOW TYPE C MATCH
ROOF SLO
PE
EMERGENCY ESCAPE & RESCUE WINDOW MATCH
ROOF
SLOPE
UNIT WIDTH - SEE SCHEDULE
MATCH
ROOF SLO
UNIT WIDTH - SEE SCHEDULE
UNIT HEIGHT - SEE SCHEDULE
6'-0" V.I.F. 4'-1"
PE
ROOF SLO
6'-0" V.I.F.
UNIT HEIGHT - SEE SCHEDULE
MATCH
1'-10"
HEAD HEIGHT - SEE SCHEDULE
6'-6" V.I.F.
HEAD HEIGHT - SEE SCHEDULE
1'-11"
7'-0"
6'-0" V.I.F.
HEAD HEIGHT - SEE SCHEDULE
3'-5"
6'-6"
HEAD HEIGHT - SEE SCHEDULE
6'-6" V.I.F. 2'-11"
6'-5 1/2"
HEAD HEIGHT - SEE SCHEDULE
UNIT WIDTH - SEE SCHEDULE
ROOF SLO
PE
UNIT WIDTH - SEE SCHEDULE
WINDOW TYPE G
PE
4'-0"
MATCH
FINISHED FLOOR
WINDOW TYPE E
UNIT WIDTH - SEE SCHEDULE
ROOF SLO
4'-6 1/2" V.I.F.
PE
HEAD HEIGHT - SEE SCHEDULE
CRC2016 §R337.8.3.1 EXTERIOR DOOR GLAZING: GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION R337.8.2.1
FINISHED FLOOR
WINDOW TYPE D MATCH
CRC2016 §R337.8.2.2 STRUCTURAL GLASS VENEER: THE WALL ASSEMBLY BEHIND STRUCTURAL GLASS VENEER SHALL COMPLY WITH SECTION R337.7.3. CRC2016 §R337.8.3 EXTERIOR DOORS: EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL, OR 2. SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: 2.1 STILES AND RAILS SHALL NOT BE LESS THAN 1-3/8" THICK 2.2 RAISED PANELS SHALL NOT BE LESS THAN 1-1/4" THICK, EXCEPT FOR THE EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LESS THAN 3/8" THICK. 3. SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252. 4. SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1.
UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR
HEAD HEIGHT - SEE SCHEDULE
CRC2016 §R337.8.2.1 EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLY REQUIREMENTS: EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE U.O.N. MEETING THE REQUIREMENTS OF SECTION R308 SAFETY GLAZING, OR 2. BE CONSTRUCTED OF GLASS BLOCK UNITS, OR 3. HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257, OR 4. BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2.
UNIT HEIGHT - SEE SCHEDULE
4'-0" UNIT WIDTH - SEE SCHEDULE
WILDLAND URBAN INTERFACE (WUI) REQUIREMENTS:
HEAD HEIGHT - SEE SCHEDULE
HEAD HEIGHT - SEE SCHEDULE
6) VERIFY HARDWARE FOR ALL OPERABLE WINDOWS W/ ARCHITECT PRIOR TO FABRICATION. USE INTEGRAL MANUFACTURER HARDWARE WHERE POSSIBLE.
5'-1"
WINDOW\GLAZING NOTES 1) THE LOCATION / SPECIFICATION OF SAFETY GLAZING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2) THE CONTRACTOR SHALL VERIFY WINDOW SIZES, HDR., HGT., SILL HGT., & MANUFACTURER W/ THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 3) ALL WINDOW FRAME FINISHES TO BE SPECIFIED BY ARCHITECT. 4) ALL DIMENSIONS ARE APPROXIMATE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS W/ DETAILS AND AS-BUILT CONDITIONS, TYP. 5) CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL FOR ALL WINDOWS, PRIOR TO ORDERING.
SEE ELEVATION FOR OPERABILITY
UNIT WIDTH - SEE SCHEDULE
john lum 46 horseshoe hill rd. bolinas, ca. 94924
ALUM. CLAD WD. ALUM. CLAD WD.
Casement Custom
client :
Casement Fixed Glass
8'5 1/2"
46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
7'10 7/8" 7'10 7/8"
6'5 1/2"
12'-5"
5'10 7/8" 5'10 7/8"
3'2"
8'-7"
3'5 3/4" 5'6 1/4"
201
10'-5 1/2" (V.I.F.)
201 201
G
Comments
Mfr
Sill
Head
Unit Width
F B
203
4'-1"
201 202
UNIT WIDTH - SEE SCHEDULE
UNIT HEIGHT - SEE SCHEDULE
104
SLOPE
JOHN LUM ARCHITECTURE INC.
7'6"
5'1"
Accessories
Safety
3'0"
7'2"
Model No.
Frame Material
3'0"
101
Jamb
Operation
101
D
Obscure
Room
M
102
Unit Height
Type
101
103
ROOF
NOTES
Window #
TYP DETAILS
HEAD HEIGHT - SEE SCHEDULE
GLAZING Head Height A.F.F.
GENERAL
3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110 TEL 415 558 9550 FAX 415 558 0554
AA2.2
Scale: 1/4" = 1'-0"
46 HORSESHOE HILL RD. BOLINAS, CA. 94924
2 AA2.2
date :
issues/ revisions :
by :
09.12.18 07.29.19
lighting consultant win. & door pricing
cm cm
3'-6" UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR
FINISHED FLOOR
WINDOW TYPE H
FINISHED FLOOR
FINISHED FLOOR
WINDOW TYPE I
UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR
WINDOW TYPE K
WINDOW TYPE J
FINISHED FLOOR
WINDOW TYPE M
WINDOW TYPE N
UNIT WIDTH - SEE SCHEDULE MATCH
ROOF SLO
PE
UNIT WIDTH - SEE SCHEDULE MATCH
ROOF SLO
WINDOW TYPE P
FINISHED FLOOR WINDOW TYPE Q
FINISHED FLOOR WINDOW TYPE R
UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR WINDOW TYPE S
FINISHED FLOOR WINDOW TYPE T
project name : 46 HORSESHOE HILL RD. - PHASE II CONSCTRUCTION
3'-6 1/2"
HEAD HEIGHT - SEE SCHEDULE
UNIT HEIGHT
- SEE SCHEDULE
4'-2" V.I.F.
4'-7 1/2"
4'-0" UNIT WIDTH - SEE SCHEDULE
UNIT HEIGHT - SEE SCHEDULE
UNIT HEIGHT - SEE SCHEDULE
HEAD HEIGHT - SEE SCHEDULE
UNIT WIDTH - SEE SCHEDULE
HEAD HEIGHT - SEE SCHEDULE
UNIT WIDTH - SEE SCHEDULE
FINISHED FLOOR
5'-5 1/2" V.I.F.
6'-0"
3'-11"
4'-0" 1'-11"
HEAD HEIGHT - SEE SCHEDULE
UNIT HEIGHT - SEE SCHEDULE
HEAD HEIGHT - SEE SCHEDULE
PE
ADU WINDOW SCHEDULE FINISHED FLOOR WINDOW TYPE V
AA7.2