Amy Spanos Portfolio by Amy Spanos

Amy Spanos architecture & design portfolio amyspanos24@gmail.com

3 Table Of Contents I. Gossamer 4 II. Libractory 8 III. San Jose Residence 12 IV. Render Examples 14 V. Medical Technology 16 VI. Projector Lamp 18 VII. Personal Art 19

I. Gossamer

Gossamer is a project exploring layered materials for its strength and aesthetic properties. The new Alemany Farmer’s Market will layer the new construction, light wood frame, over the existing concrete stalls. The building also introduced new services to the farmer’s market; social services and WIC of ﬁces, an industrial incubator kitchen, and a community center. These programs are inside the space above the ground market, brining people to closely interact with the structural system of the building.

This studio was a unique opportunity to explore a high level of architectural detail, normally found in an architectural Design Development (DD) set. Working with structural engineers from SOM, Maryam and I held the ethos of layered systems not only at the scale of the overall structural system, but also at the scale of the material connections. We believed this was crucial to the success of the project.

California College of the Arts Partner: Maryam Liaghatjoo

ﬁnal section

5 OVERALL STRUCTURAL SYSTEM LARGE TRUSS ASSEMBLY SHEAR WALL SMALL TRUSS ASSEMBLY LATERAL BRACING 3”X10” LVL 3”x10” Nomial Lumber Pin Connections 20’-0”(TYP) 160’-0” 35’-0” (TYP) 20’-0” 20’-0”(TYP) 35’-0” (TYP) 20’-0”(TYP) Assembly Axo - Structural System 1” 20’-0” 10’ 5‘ 0’ 20‘ 50’

6 T.O. Enclosed Space Trellis 36’ - 0” T.O. Market Trellis 25’ - 0” Ceiling (N) Enclosed Program 31’ - 6” B.O. Ceiling of Market, 16’ - 0” T.O. Ceiling of Stalls 9’ - 6” B.O. Water Containers 12’ - 6” T.O. Platforms 1’ - 4” Table Height 2’ - 6” Human Height 6’ - 0” FF (N) Enclosed Program 20’ - 0” H i

7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 assembly diagram

An advocate for maker literacy in the age of the digital economy, the libractory embraces the ad hoc nature of learning. Occupants of the building, nay users and active participants, are encouraged to disrupt and engage architecture depending upon their ever changing needs. A fabric of ﬂexible steel drapes the building with meticulous anchor points and pulleys, exploring the spatial qualities between building edge and urban context.

8 California College of the Arts M. Arch Thesis

II. Libractory

9 ﬁnal section site plan

enlarged section vignette process section

process render

initial sketches

III. San Jose Residence

12 Panafold

SYMBOL LEGEND NORTH ARROW REVISION TAG 1 VIEW TITLE INTERIOR ELEVATION EXTERIOR ELEVATION SPOT ELEVATION View Scale View Name 1 A101 / 1 A101 A101 1 Ref Ref Ref Ref A101 1 Ref 1 Ref 1 Ref 1 Ref CENTER LINE DOOR TAG 101 WINDOW TAG 1t ? KEYNOTE NUMBER 0 GRID HEAD REVISION CHANGE OF LEVEL ROOM TAG Room name 101 CALLOUT Ref 1 A101 4 3/8" 1'-0" 4 3/8" 1'-0" 1/4" 1'-0" 1/4" 1'-0" 1' 6" 19' 3 1/2" 11' 6" REMAIN PUERTO VALLARTA DR PROPERTY LINE 104' 11" DN SS SS SS SS SS SS SS SS SS SS SS SS SS PROPERTY LINE 40' 8" 27' 2" 10' - 5" 26' 10" 26' 9" 11' 10 1/2" 13' 1/4" (E) DECK TO BE DEMOLISHED & STRUCTURE UP TO EAVE TO EXISTING FENCE AND LANSCAPE TO REMAIN (E) AREA OF CONCRETE (E) AREA OF GRASS BE DEMOLISHED (E) CONCRETE SIDEWALK (E) NO WORK IN THIS AREA (E) SEWER LINE (E) GARAGE ENTRY (E) CONCRETE DRIVE WAY (E) ELECTRICAL PANEL TO UPGRADE PARTIALY REMOVE ROOF CONNECT NEW ROOF 37' 2 3/4" 33' 5" (E) GAS METER TO REMAIN G G G G G G G G (E) GAS LINE (E) AREA OF GRASS (E) AC SYSTEM TO REMAIN 77' 0" (E) SEWER LINE REMAIN EXISTING FENCE AND LANSCAPE TO REMAIN PARTIALY REMOVE (E) ROOF FOR (N) D06 (22 1/2" 45 3/4"), IAPMO UES #0199. (N) SKYLIGHT SHALL FALL IN BETWEEN (E) ROOF TRUSSESSS. PARTIALY REMOVE (E) ROOF FOR (N) A503 GENERAL NOTES AND THE PARTIALY REMOVE (E) ROOF FOR (N) VENTS. (N) VENTS SHALL FALL IN BETWEEN (E) ROOF TRUSSESSS. LEGEND EXISTING TO REMAIN NEW CONSTRUCTION - WALL TYPES VARY COPYRIGHT 2020 ALL RIGHTS RESERVE CHECKED BY PROJECT # FILE NAME 2325 THIRD STREET, Suite 425 San Francisco, California 94107 Email: design@panafold.com www.panafold.com THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. PROGRESS SET NOT FOR CONSTRUCTION LTO 101320_NANDITA RESIDENCE As indicated 1588 Puerto Vallarta Remodel 1588 Puerto Vallarta Drive San José, CA 95120 TITLE SHEET 001_101320 Checker TS100 PROJECT LOCATION 1588 PUERTO VALLARTA DRIVE SAN JOSE, CA 95120 Sheet Number Sheet Name TS100TITLE SHEET S100SITE PLAN A101FLOOR PLAN LEVEL 1 A200(E) EXTERIOR ELEVATIONS A201(N) EXTERIOR ELEVATIONS A300BUILDING SECTIONS A400INTERIOR ELEVATIONS A502DETAILS A503FIREPLACE A600SCHEDULES A601ELECTRICAL PLAN A700TITTLE 24 ENERGY CALCS A800CALGREEN RESIDENTIAL CHECKLIST S1.1STRUCTURAL NOTES AND ABBREVIATIONS S1.2TYPICAL STRUCTURAL DETIALS CONCRETE S1.3TYPICAL STRUCTURAL DETAILS WOOD S1.4TYPICAL STRUCTURAL DETAILS STEEL S1.5STANDARD WOOD NAILING TABLE S2.0PROPOSED FOUNDATION PLAN S2.1PROPOSED MAIN FLOOR PLAN S2.2PROPOSED ROOF PLAN S3.1PROPOSED BUILDING SECTIONS S3.2PROPOSED BUILDING SECTIONS S4.1STRUCTURAL DETAILS S4.2STRUCTURAL DECK DETAILS S4.3STRUCTURAL DETAILS S4.4STRUCTURAL DETAILS ABBREVIATIONS PUBLIC WORKS NOTES PROJECT DESCRIPTION PROJECT DATA PROJECT DIRECTORY @ A.B. ABV AC ADD'L ADJ. ALUM. APPROX. B.D. BIT. BLDG. BLK. BLKG BM. BOT B.P. BRG. CAR. CJ. CL CLR. CMU COL COMP. CONC. CONT. CSK. DBL. DET. D.F. DIA DIM DN D.S DWG (E) EA EL. EMBED EQ EW EXT FAU F.D. FDN FHWS FIN. FLASH FLR. F.O.C. F.O.F. F.O.M. F.O.S FRMG. FTG. GA GALV. G.L. G.S.M GYP.BD HB I.D. INT. J.H. JT Diameter At Anchor Bolt Above Air Conditioning Adjacent or Adjustable Approximate Board Bituthane Building Block Blocking Beam Bottom Building Paper Bearing Bottom Between Cold Air Return Control Joint/Ceiling Joist Center Line Clear Concrete Masonry Unit Column Composition Concrete Continuous Countersink Douglas Fir Diameter Dimension Down Down spout Drawing Existing Each Elevation Embedded Edge Nailing Existing to Remain Equal Each Way Exterior Force Air Unit Floor Drain Foundation Flat Head Wood Screw Finish Flashing Floor Face of Framing Face of Masonry Face of Stud Framing Footing Gauge Galvanized Glu Lam Galvanized Sheet Metal Gypsum Board Hose Bib Header Horizontal Height Inside Diameter Interior Joist Hanger Joint LAM MAX. M.B. M.F.R MIN. (N) N.I.C NO or # N.T.S O/ O.C. O.D. O.H. O.F.O OPNG. OPP. OPP. HD P.E.N PL. P.L. P.T. PLYWD. PWD. PTD. (R) R. RAD. RCP. REQ'D R.O. R.S. S.A.D S.F. SHT SHT'G. SIM. SL. SLD. S.O.G. SPEC S.S. S.S.D S.S.W STL. STRUCT. STR'L T. T.B.D. T&B T&G T.O. T.O.B. T.O.F.F T.O.P T.O.R.S. T.O.W TYP. U.O.N VER. VERT. VGDF V.I.F W/ WD. WDW WP W.R. W.S. W.S.P. Laminate' Maximum Machine Bolt Manufacturer Minimum Not in Contract Number Not to Scale Over On Center Outside Diameter Overhang Outside Face of Opening Opposite Opposite Hand Plywood Edge Nailing Plate Property Lane Pressure Treated Plywood Plywood Painted Remodeled Riser Radius Reflected Ceiling Plan Reinforcement Required Rough Opening Roof Structure See Architectural Drawings Square Footage Sheet Sheating Similar Slope Sealed Slab on Grade Specifications Stainless Steel See Structural Drawings Simpson Shear Wall Steel Structural Structural Tread To Be Determined Top and Bottom Tongue and Groove Tempered Glass Top of Top of Beam Top of Finished Floor Top of Plate Top of Roof Structure Top of Wall Typical Unless Otherwise Noted Verify Vertical Vertical Grain Douglas Fir Verify in Field With Wood Window Waterproof Water Resistant Wood Screws Wood Sheathing Panel GENERAL NOTES 1. All work shall conform the 2019 edition of the California Building Code, Califiornia Mechanical Code, California Plumbing Code, and Calfornia Energy code, as minimum requirements and all shall conform to all applicable state local fire, and safety and energy code. 2. The contractor shall guarantee workmanship and materials for a period of one year after the substantial completion, inspection and acceptance of his/her work. 3. The contractor shall be responsible for coordination of all building systems including but not limited to: architectural, structural, landscape/drainage, plumbing mechanical, electrical and fire suppression systems, with particular attention paid to the coordination of framing with electrical and mechanical systems. 4. Contractor to coordinate phasing with the owner. Owner to remain in home during construction. 5. The General Contractor shall call for all architectural, structural, and government inspections as required, and as in these Specifications. Provide 10 day min. notice for all site reviews by designer/engineer. 6. Observation by the Structural Engineer is required for structural conformance to the approved plans. See structural notes. 7. All manufactured materials and equipment shall be installed per manufacturer's instructions as described in the Specifications.Substitutions of materials or equipment for those designated maybe made upon approval of the designer. 8. The Contractor shall inspect the existing premises and take note of existing conditions prior to submitting prices. No claim for additional fees will be allowed for difficulties encountered, which could have reasonably been inferred from such an examination. Drawings of existing site conditions are to be used as guidelines. 9. Any errors, omissions, or conflicts found in various part of the construction drawing set shall be brought to the designer's attention prior to proceeding with construction. 10. Written dimensions and notes take precedence over scaled dimensions and line drawings. DO NOT SCALE DRAWINGS. Call the designer for additional dimensions. Contractor to verify all specified dimensions in the field. Discrepancies should be brought to the immediate attention of the designer. 11. Where details are not specifically indicated, similar details (or description) shall apply. 12. Contractor shall endeavor to reduce construction waste and dispose of demo and construction waste materials at recycling and reuse facilities when possible. Sort all construction waste material for recycle (separate piles for different type of materials) and haul to appropriate waste recycling facilities. The contractor shall remove all construction debris at the end of the job and dispose of legally, clean all new windows, and leave the job broom and clean. Refer to City of San Jose for waste reduction, reuse, recycling, and disposal facilities. 13. When staking by a License Land Surveyor is not required by the Authority Having Juridiction, Contractor shall provide foundation location accurately reflects site plan requirements. 16. SMOKE DETECTORS: shall be electronic, not photo-cell, per city of San Jose regulations for more information. 17. Typ. door jamb dimension from adjacent wall is 3" U.O.N.` 18. Refer to Title 24 Energy compliance calculations sheet A700. 19. The construction site should be maintained in a responsible manner.Every effort should be made to locate portable toilets. construction materials, storage containers and equipment on private property and screened from neighbors and the street. All hazardous materials must stored in a secured location and per manufacturer's instructions. Any items located in public property require and encroachment permit from the City. 20. The Contractor should be responsible for controlling dust during construction and grading. The construction site should be check at the end of every work day for, trash, nails and other debris. Mud and dirt from the construction must be swept daily from side walk and streets.Do not clean equipment in the street. 21. Construction hours are 8:00 am to 6:00 p.m. Mondays through Saturdays and 10:00 a.m to 6:00 p.m. Sundays and legal holidays. Construction hours are strictly enforced by the city of San Jose Building Division and Police Department. 22. The Contractor should revise drawings and report the discrepancies to the designer before starting construction. 23. Any reference about designer responsibility in regards to the structural design is solely the responsibility of the licensed engineer. 1. PROVIDE SUFFICIENT CLEANOUTS AT REGULAR INTERVALS AND AT LEAST ONE ON EACH CHANGE OF DIRECTION AS NEEDED TO PROPERLY MANTAIN THE DRAINAGE SYSTEM. TYP. 2. SIDEWALKS DRAINS, IF APPLICABLE, SHALL CONFORM TO CITY STANDARDS.CONTACT THE CITY OF SAN JOSE PUBLIC WORKS DEPT, FOR MORE INFO. 3. PROVIDE TWO-WAY CURBSIDE CLEAN OUT WITH A LOOSE CAP AND BUILDING CLEAN OUT WITH A BACKWATER PREVENTION DEVICE, PER CITY DETAILS. PRIOR TO FINAL INSPECTION APPROVAL. PUBLIC WORKS CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL OBTAIN AND ENCROACHMENT PERMIT FROM THE ENGINEERING DIVISION PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN ANY PUBLIC RIGHT- OF- WAY OR EASEMENT. 2. ALL MUD, DIRT OR CONSTRUCTION DEBIRS CARRIED OFF THE CONSTRUCTION SITE ONTO ADJACENT STREETS SHALL BE REMOVED EACH DAY. NO MATERIALS SHALL BE DISCHARGED ON TO A SIDEWALK, STREET, GUTTER, STORM DRAIN OR CREEK. 3. ANY DAMAGE TO STREET IMPROVEMENTS NO EXISTING OR DONE DURING CONSTRUCTION ON OR ADJACENT TO THE SUBJECT PROPERTY SHALL BE REPAIR TO THE SATISFACTION OF THE CITY ENGINEER AT WALK REPAIR, SLURRY SEAL, STREET RECONSTRUCTION OR OTHERS, AS MAY BE REQUIRED BY THE CITY ENGINEER. 4. ALL IMPROVEMENTS BY THE CITY RIGHT-OF-WAY, INCLUDING CURB, GUTTER, SIDEWALKS, DRIVEWAYS, PAVING AND UTILITIES, SHALL BE RECONSTRUCTED IN ACCORDANCE WITH APPROVED STANDARDS AND /OR PLANS AND SPECIFICATION OF LTHE COMMUNITY DEVELOPMENT DEPARTMENT AND CHAPTER 14 OF THE CITY CODE. 5. THE OWNER AND BUILDING SHALL COMPLY WITH AL CITY REQUIREMENTS REGARDING WATER POLLUTION PREVENTION, NOISE CONTROL, CONSTRUCTION WORK HOURS, AND ARCHEOLOGICAL DISCOVERIES. LOCATION: 1588 PUERTO VALLARTA DRIVE SAN JOSE, CA 95120 ASSESOR PARCEL NUMBER: 575 14019 AREA: 13 -LOT: 334, Plan M343 E-L, 25' Front BSL Rear 5' PSE, 5' WCE FLOOD ZONE: D SEISMIC HAZARD: NO GEO HAZARD: NO BUILDING INSPECTION AREA: 22 SPRINKLERS: N/A (E) SECOND FLOOR MAX BUILDING HEIGHT: 20' - 7" (N) FIRST FLOOR MAX BUILDING HEIGHT: 17' - 8" (E) SECOND FLOOR (NO WORK AT THIS LEVEL): 943.70 SF (E) FIRST FLOOR: 1,114 SF (E) GARAGE (NO WORK IN THIS AREA): 483 SF TOTAL: 2,541 SF (N) ADDITION: 406 SF TOTAL: 2,947 SF (N) DECK: 98.4 SF OWNER: Nandita Verma 1588 Puerto Vallarta Drive San Jose, CA 95120 T: 415.806.33.80 BUILDER: TBD DESIGNER: Laura De La Torre Panafold Inc. 2325 3rd Street, Suite 425 San Francisco, CA, 94107 E: design@panafold.com T: 415.806.3380 STRUCTURAL ENGINEER: Gregory Paul Wallace, SE 5865 Doyle Street, Suite 112 Emeryville CA, 94608 T: 510.654.6903 F: 510.654.6997 C: 415.595.6686 THE PROJECT CONSISTS ON THE EXTENSION OF THE HOUSE INTO THE BACKYARD BY 360 SQFT. THE DESIGN REQUIRES A NEW DESIGN IN THE KITCHEN, NEW LIVING ROOM, DINING ROOM, AND NEW FULL BATHROOM IN THE GUEST ROOM. ADDITIONALLY, 74.2 SQFT, ADDING AN ADDITIONAL ROOF STRUCTURE. 1/8" = 1'-0" TS100 1 (E) SITE PLAN SHEET INDEX 3 3 3 3 I S S U E 22ND SUBMITTAL071521 33ND SUBMITTAL080321

13 FLOOR PLAN GENERAL NOTES: 1. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS BEFORE ANY WORK IS TO BEGIN. NOTIFY DESIGNER OF DISCREPANCIES (TYPICAL) 2. WALLS ARE DIMENSIONED TO FACE OF FINISH 3. PROVIDE 5/8" (MINIMUM) GYPSUM WALLBOARD ON WALLS, PROVIDE MOISTURE & MOLD-RESISTANT BOARD FULL HEIGHT AT ALL WET LOCATIONS. 4. VERIFY ROUGH-IN DIMENSIONS AND CLEARANCES FOR ALL PLUMBING FIXTURES ORDERING EQUIPMENT 5. PROVIDE FIRE TREATED 2X BLOCKING WITHIN WALLS FOR MOUNTING ALL SHELVING, PLUMBING FIXTURES, MILLWORK & ACCESSORIES 6. MOUNT ALL FIXTURES AND ACCESSORIES AT HEIGHTS TO CONFORM TO ALL GOVERNING CODES AND ACCESSIBILITY REQUIREMENTS PROVIDE WALL OR FLOOR DOOR STOPS AT ALL DOORS 8. ALL EXISTING FIREPROOFING AND STRUCTURAL STEEL TO BE MAINTAINED REPAIRED TO MAINTAIN REQUIRED RATING, TYPICAL 9. REFER TO SHEET A600 FOR DOOR SCHEDULE & PARTITION TYPES. 10. ALL EXISTING GYP. BD. WALLS ARE TO BE FINISHED(TAPED, SANDED, ETC.) TO RECEIVE NEW PAINT, U.N.O. 11. ALL (N) WALLS TO BE R-30 12. ALL FLOOR TO BE R-1914. WINDOWS/DOORS CAN HAVE A MAXIMUM UFACTOR OF 0.30 AND MAX SHGC OF 0.28 15. SKYLIGHTS CAN HAVE A MAX U-FACTOR OF 0.50 AND MAX SHGC OF 0.30 ALL DIMENSIONS TO BE VERIFIED IN FIELD DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL VISIT THE CONSTRUCTION SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK & DETERMINE THE FULL EXTENT AND NATURE OF PARTITIONS, FINISHES, FIXTURES, ETC. TO BE REMOVED. NOTES THIS DRAWING. 3. CONTRACTOR IS TO PROVIDE ALL NECESSARY BARRICADES FOR OCCUPANT AND DUST CONTROL 4. DO NOT CLOSE OFF OR OBSTRUCT MEANS OF EGRESS EXITS WITHOUT PRIOR APPROVAL FROM OWNER DO NOT DISABLE FIRE ALARM OR OTHER LIFESAFETY SYSTEMS WITHOUT (3) DAY PRIOR WRITTEN NOTICE TO THE OWNER 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL ITEMS TO BE DISCARDED 7. CONTRACTOR TO PROVIDE PROTECTIVE COVERINGS, SHORING, BRACING & SUPPORTS FOR CONSTRUCTION DESIGNATED TO REMAIN MATCH THE ADJACENT SURFACE IN FINISH, TEXTURE AND COLOR UNLESS NOTED OTHERWISE 9. WITH ANY DEMOLITION WORK BEING DONE ALONG AN EXTERIOR WALL, ALL OPENINGS ARE TO BE SECURED AND WEATHER TIGHT WHEN NO WORK IS BEING PERFORMED IN THE AREA CONSTRUCTION BY TRAILERS, DEBRIS REMOVAL, TRASH DUMPSTERS, ETC. 11. COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION 12. AFTER COMPLETION OF DEMOLITION WORK, EXISTING FLOORS TO REMAIN WITHIN THE CONSTRUCTION AREA SHALL BE LEVEL AND SMOOTH. PATCH REPAIR THE EXISTING SLAB FLOORING AS REQUIRED AT LOCATIONS OF DEMOLISHED PARTITIONS, FIXTURES, AND EQUIPMENT. 13. ALL EXISTING EXTERIOR WALL SYSTEMS & GLAZING TO REMAIN. PROTECT DURING THE DURATION OF CONSTRUCTION. 14. CONTRACTOR TO PATCH ALL HOLES IN FLOOR FROM MECHANICAL, ELECTRICAL, AND PLUMBING AND 15. CONTRACTOR TO SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED DEMOLITION AND COORDINATION. 16. CONTRACTOR TO DEMOLITION ALL EXISTING DRAPERY RODS & HARDWARE ON MAIN FLOOR INSTALLED FOR FUNCTIONAL USAGE. 18. ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION. 18' 1/2" 3' 0" 9" 6' 9" 8' 8" 2' 7 1/4" 12' 0 1/2" 4' 0" A502 A502 A B EQ EQ 10' 6" 11 A400 DINING ROOM 2 KITCHEN 3 ENTRY 4 24' 7 1/8" (N) CONCRETE STEPS (N) CONTINOUS WOOD FLOORING. TYPE TO BE DECIDED (N) DECK. SEE SHEET A502 DETAIL (N) BATHROOM E A1 A1 4' 10 1/2" 12' 8 1/8" 4' 4 1/8" 4' 2" 4' 3" 2' 0" 3/8" 22' 6" 5/8" EX A400 WEATHERTIGHT BARRIER. PATCH UPGRADED. 6' 8" 7' 11" 6' 3/4" 40' 3 1/2" 29' 1/2" 29' 11" 20' 3/4" 11' 4 1/2" (E) GAS METER TO REMAIN (E) HEATING SYSTEM TO REMAIN (E) WATER HEATER TO REMAIN (E) AC SYSTEM TO REMAIN 3' 11 3/8" 13' 3/8" 4 Sim A300 Sim Sim A201 Sim Sim B RISER & STEP END AT CENTER OF 5' 5/8" 3' 7 1/2" 1/8" 2' 3/8" (N) DS PREPARE FOR STAIRS V.I.F. 13' 1 7/8" 20' 3 5/8" EGRESS D 2' 0" (E) DOOR SHALL BE SELFAND SELF-LATCHING. CRC R302.5.1 SOLID WOOD DOORS NOT LESS(N) CLERESTORY WINDOW SEE SHEET A101 DETAIL 3 (N) EXHAUST FAN 50 CFM 18' 7 1/4" (N) PROVIDE 18"H X 36"W CRAWL (N) PROVIDE 22 30 ATTIC ACCESS, WITH 30-INCHES MINIMUM CLEAR THE CEILING. (N) OPENING SHALL FALL IN BETWEEN (E) ROOF TRUSSESSS. (CRC19 §R807) EXISTING RANGE AND CONFIRM WITH OWNER. EXISTING WINDOW TO BE REMOVED (E) WALLS TO BE REMOVED TO PREPARE FLOOR, ADJACENT WALL, AND CEILING, AS NEEDED TO (E) DOOR AND FRAME TO BE REMOVED (E) DOOR AND FRAME TO BE REMOVED DEMOLISHED. REFINISH TO CONTINOUS LEVEL OF ADJACENT 13' 0" 21' 4" -6" 0" (E) NO WORK IN THIS AREAREMOVED. UPGRADED. 5' 11" 10' 1/4" 6' 1/4" 1' 7 1/8" 3' 1 3/8" 2' 6 7/8" 25' 8" 29' 1/2" 2' 8 7/8" 5' 4" 12' 4 7/8" 5' 8" 3' 3/4" 6' 1/4" 7' 11" 6' 8" 50' 6 3/4" 24' 3 1/8" 2' 11" 13' 1 3/8" 5' 0" 40' 3 1/2" REMOVE (E) FINISHES AT (E) FLOOR (E) DS 18' 0 1/2" (E) GAS METER TO REMAIN 20' 2 1/2" 10' - 5" (E) HEATING SYSTEM TO REMAIN (E) WATER HEATER TO REMAIN (E) AC SYSTEM TO REMAIN A300 Sim 1 A300 Sim SEE SHEET A601 DEMO ELECTRICALPLAN FOR DEMO OF (E) WALLS TO BE REMOVED TO PREPARE FLOOR, ADJACENT WALL, (E) DECK TO BE DEMOLISHED & PREPARE FOR EXTENSIONS EQ EQ EQ EQ EQ EQ 4' 5/8" 3' 4 3/8" 22' 6" LEGEND EXISTING TO REMAIN DEMO TO EXTENTS SHOWN NEW CONSTRUCTION - WALL TYPES VARY WALL TYPE A1 4" WALL EX 6" WALL CHECKED BY PLOT DATE DRAWN BY 2325 THIRD STREET, Suite 425 San Francisco, California 94107 Email: design@panafold.com www.panafold.com THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 08-03-21 PROGRESS SET NOT FOR CONSTRUCTION LTO 101320_NANDITA RESIDENCE As indicated 1588 Puerto Vallarta Remodel San José, CA 95120 FLOOR PLAN LEVEL 1 001_101320 Checker A101 3/16" = 1'-0" 1 (N) FIRST FLOOR 3/16" = 1'-0" (E) FIRST FLOOR A101 CLERESTORY WINDOW @ DINING ROOM ENTIRE UNDER-FLOOR FOOTPRINT: 1177.5 SQFT1177.5 SQFT/150= 7.85 SQFT (E) AND (N) UNDER-FLOOR VENT SIZE: 14 x6 = 84 SQIN 84 SQIN/144= .58 SQFT TOTAL NUMBER OF VENTS REQUIRED: 14 (E) VENTS TO REMAIN: (N) VENTS: 5 UNDER-FLOOR VENTILATION CALCULATION SEE SHEET A201 ELEVATION 1, 2, AND 4 FOR VENTILATION OPENINGS ATTIC VENTILATION CALCULATION ENTIRE ATTIC FOOT PRINT: 1177.5 SQFT REQUIRED ATTIC VENTILATION: 1177.5 SQFT/150= 7.85 SQFT UNVENTED ATTIC FOOT PRINT: 407.5 SQFT/150= 2.72 SQFT VENTED ATTIC FOOT PRINT: (E) ATTIC VENTS TO REMAIN: = 96 SQIN 96 SQIN/144=.66 SQFT .66X2= 1.32 SQFT 3 3 3 3 3 (E) ATTIC VENTS TO REMAIN: 216 SQIN/144= 1.5 SQFT TOTAL (E) VENTS TO REMAIN FOOT PRINT: 1.32 SQFT+ 1.5 SQFT= 2.82 SQFT (N) TAPERED LOW-PROFILE VENTS (11"X11"): 6 72.0SQIN/144= .5 SQFT .5 SQFTX6= SQFT S100 SITE PLAN 1 AND 2 FOR VENTILATION OPENINGS 3 I S S U E 22ND SUBMITTAL071521 33ND SUBMITTAL080321 A101 TAPERED LOW PROFILE VENT 3 KILKENNY LIMESTONE ANTIQUE BRUSHED TOP 4' X 2' 1" PINE WOOD SHELVES CNC MACHINED GLASS 3' 3/4" 1' 1/4" 3" 2' 0" 1' 6 1/2" 4' 2 5/8" 4' 6" A503 5 A503 3" 6" 4 7/8" 3/4" 7/8" 1/8" 1/2" 2' 0" 3' 3/4" 1' 1/4" 2' 0" 3" 1' 6 1/2" 0" 1' 4 7/8" 5' 10 7/8" 2' 5 1/8" 2' 11 3/8" 1' 8 1/4" 4' 6" 2' 0" 3' 3/4" 1' 1/4" 2' 0" 3" 1' 1/2" 1' 1/8" 8 7/8" 6 3/4" 1' 7/8" 1' 6" 1' 3" 5 1/2" 11" 1' 1/8" 8 7/8" 1' 11 1/2" 8 1/2" 1/2" 1" 10" 10 2' 8 1/8" SCREEN.CABINETS CNC MACHINED 10 CHECKED BY PLOT DATE FILE NAME DRAWN BY 2325 THIRD STREET, Suite 425 San Francisco, California 94107 Email: design@panafold.com www.panafold.com THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 08-03-21 PROGRESS SET NOT FOR CONSTRUCTION LTO 101320_NANDITA RESIDENCE As indicated 1588 Puerto Vallarta Remodel San José, CA 95120 FIREPLACE 001_101320 Checker A503 3/4" = 1'-0" A503 2 FIREPLACE ELEVATION 3/4" = 1'-0" A503 1 FIREPLACE ENLARGED PLAN 3/4" 1'-0" A503 3 FIREPLACE ELEVATION 2 3/4" = 1'-0" A503 4 FIREPLACE ELEVATION 3 3/4" = 1'-0" A503 5 FIREPLACE ELEVATION 4 3/4" = 1'-0" A503 6 FIREPLACE CROSS SECTION 3/4" 1'-0" A503 7 FIREPLACE SECTION 2 1/2" 1'-0" A503 8 WOOD ENGRAVE @ DOOR 3" 1'-0" A503 9 FIREPLACE SECTION PLAN DETAIL 6" 1'-0" 10 FIREPLACE SECTION PLAN DETAIL -CALLOUT 1 1/4" PLYWOOD 1/2" LIMESTONE 2x4 STUDS MAKE: HEAT & GLOW -FIREPLACES SHALL BE DIRECT-VENT SEALED-COMBUSTION TYPE CONFORMING TO SECTION 4.503.1 OF THE 2019 CALIFORNIA GREEN CODE. OPERATING MANUAL ATTACHED FOR MORE DETAIL. CONTRACTOR TO CORRDINATE WITH DESIGNER AND THE MANUFACTURER FOR CONSTRUCTION ALL DIMENSIONS TO BE VERIFIED IN FIELD. FIREPLACE GENERAL NOTES I S S U E 22ND SUBMITTAL071521

IV. Renders

14 Foyer

Community Kitchen

Gossamer Gossamer

V. Medical Technology

16 nSight Surgical

excerpts from complete installation manual

1. GENERAL INFORMATION

1.1. PRODUCTS IN SCOPE OF THIS MANUAL

nSIGHT TRUSS CAMERA SYSTEM

1.2. CONTACT INFORMATION

1.2.1. Manufacturer & Distributor

nSight Surgical

751 CLAYTON ST, SAN FRANCISCO, CA, 94117 (415) 484-2032

www.nsightsurgical.com

1.3. INSTALLATION AND SERVICE

Installation MUST BE PERFORMED by a nSight Surgical authorized service provider to ensure the safety and effectiveness of the system. Prior to installation, information necessary for customization of the system will be obtained as part of the ordering process.

nSight Surgical Service

Phone: (415) 699 - 4878

Email: Support@nsightsurgical.ai (make an email for this)

1.4. PARTY RESPONSIBILITIES

The responsibilities associated with planning and preparation for installation of the nSight Truss Camera System will be shared between the Hospital, Contractor, and nSight Surgical. These responsibilities are outlined below.

1.4.1. FACILITY RESPONSIBILITIES

1.4.1.1. Complete and sign room drawings and provide to nSight Surgical. This must be completed ten (10) weeks prior to the requested ship date.

1.4.1.2. The facility must supply nSight Surgical with up-to-date drawings in .dwg format (CAD) including but not limited to: 3

1.4.1.3. Room layout plans

1.4.1.4. Electrical services drawings

1.4.1.5. Mechanical services drawings

1.4.1.6. Elevation drawings

1.4.1.7. Structural steel (support structure) drawings

1.4.1.8. The facility must ensure nSight Surgical is notiﬁed of all revisions and changes to drawings prior to and during the scope of the project.

1.4.1.9. Accept delivery of nSight Surgical equipment.

1.4.1.10. All nSight Surgical-supplied equipment should be stored in a clean, temperature-controlled, dry environment prior to installation. Failure to comply may result in damage to the equipment.

1.4.1.11. Ambient conditions for storage and transport (in original packing materials):

1.4.1.12. Ambient temperature: -15°C (5°F) to 60°C (140°F)

1.4.1.13. Relative humidity: 10% to 95%

1.4.1.14. Atmospheric pressure: 500hPa to 1,060hPa

1.4.1.15. Provide method for transport of nSight Surgical equipment from storage to the operating room (pallet jack).

1.4.1.16. On the ﬁnal day of installation, sign nSight Surgical Installation Acknowledgment Form. This form must be signed before the room can be turned over to the facility.

3. INSTALLATION GUIDE

3.1. BACK PLATE

3.1.1. Mark wall for bottom of back plate, 99” from ﬂoor

3.1.2. Use stud ﬁnder to locate and mark stud center Lines.

3.1.3. Level each back plate in position per system overview diagram and mark mounting holes on stud center lines.

3.1.4. Hold each back plate in position and drill left-most pilot hole for fastener into supporting surface.

3.1.5. Follow with fastener and non-impact power drill (low torque setting)

3.1.6. Hand tighten with torque-limiting drill/driver

3.1.7. Repeat for opposite side’s top fastener hole

3.1.8. Complete holes on aligned with stud center lines using steps 3-4.

INCORRECT INSTALLTIONOVERLAP NOT MAINTAINED

1.3 FRONT PLATE (E) STUD FIELD VERIFY

(TYP) MAINTAIN 1" MIN

OVERLAP OF BACKPLATE, H-NUT, FRONT PLATE, CORNER PLATE.

1.2 CABLING REFER TO XX/XX

1.1 BACK PLATE

CORNER PLATE

3.3. CABLING PLAN

3.2.

AXONOMETRIC

***Cabling Axonometric shown as example only. Refer to Supplemental Installation Manual for project speciﬁc digaram.

3.3.1. Route ethernet cable from each camera position to the switch box

3.3.2. Route ethernet cable from back of digital whiteboard position to the switch box

3.3.3. On ethernet cable ends entering into the switch box, remove appropriate length of the outer jacket, untwist wires and attach them to the patch panel using a punch down tool

3.3.4. Make sure to label all the active ports on the patch panel accordingly

3.3.5. In the switch box, use short ethernet patch cables to connect all of the active ports on the patch panel to ports on the ethernet switch

3.3.6. On the opposite ends of the ethernet cable terminating at camera or whiteboard locations, remove an appropriate amount of the outer jacket and attach the ethernet wires to anRJ45 Keystone Jack adapter using a punch down tool

3.3.7. At camera location, attach the ethernet cable exiting the camera to the keystone connector

3.3.8. At the whiteboard location, connect an ethernet patch cable between the keystone adapter and the Mac Mini.

nSIGHT NETWORK

Patch Panel (TRENDnet TC-P24C6)

Switch (USW-Enterprise-24-PoE)

90° power supply (001-TRS-ES)

***Cabling Diagram shown as example only. Refer to Supplemental Installation Manual for project speciﬁc digaram. ***

C4 C5 C8 C6 C7 C1 C2 C3

***

CABLING

C2 C3 W3 PTZ CAMERA IP CAMERA C4C5 C8 C6 C7

VI. Projector Lamp

Panafold

CAP 1/8” wood __” dia. SHADE BLADE (x16) 1/8” wood FLANGE (front) raspberry pi (back) projector. held via 6mm screw (verify) HARDWARE Raspberry Pi Projector BLADE RAIL (bottom) 1/8” wood BASE (1/2”) 1/4” wood (x2) notched to accept posts LAMP POST (x2) 1/8” notch (cap) 1/4” mortar/tenon joint (shade) 1/8” notch (bottom rail) WIRED CONNECTIONS power (raspberry pi) power (lights) power (projector) hdmi power (all) VOID 1” for wired connections between hardware SWITCH L- Projector R- Lights wired connection 1/8” notches for top and bottom rails (typ)