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R-2021-050 Approved Plans PROJECT: ommunity Development Department CUPER71N0 GENP R,MtpNr0TE : PROJECT DATA PROJECT LOCATION OAKNOLL Case # R-2021-050 DRAWWde-un,ber(5) 14. CONTRACTOR SHALL PROVIDE DUST COVERS AS PROJECT NAME OAKNOLL A I Body: Director/ Staff REQUIRED TO CONTAIN DUST AND DEBRIS WITHIN THE N a; 22021 Oaknoll Ct, PProv Approv. I Date le 000MOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS CONSTRUCTION AREA. BROOM CLEAN ALL AREAS EACH PROJECT SITE 22021 OAKNOLL CT, CUPERTINO, CA 95014 Woodbury Dr Cupertino, CA 95014 U LY.WHERE NU DIMENSION IS PROVIDED OR WHERE DAY, AND AS NECESSARY THROUGHOUT THE DAY TO PARCEL NUMBER 32639018 ZONING DISTRICT R1-7.5 Signatu e Briannp" CatA,;Sf n�,i- 1ESEXIST t Lj rv�r�. �,3�,ONSULT THE ARCHITECT FOR MAINTAIN WORK AREA SAFE AND FULLY OPERATIONAL. Q Case Mana e CLARIFIAiTION BEFORE PROCEEDING WITH THE WORK. KEEP DUST AND DEBRIS TO A MINIMUM. LOT SIZE 7,550 SF Mark Financial 9 my ¢r 2. OMISSIONS OR CONFLICTS BETWEEN VARIOUS 15. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR HEIGHT ALLOWED MAX. 28 FEET ABOVE GRADE ELEMENTS OF THE DRAWINGS, NOTES AND DETAILS THE SAFETY OF ALL PERSONS ON OR ABOUT THE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION SITE, IN ACCORDANCE WITH APPLICABLE PERMITTED FLOOR AREA 7,550 X 45% = 3,397.5 SF ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH LAWS AND CODES. GUARD ALL HAZARDS IN ACCORDANCE RATIO •Cupertinoo,C O ,Coll Ct,A 95D14 Parcel Number: 32639018; Zoning: R1-7.5 r Cuper THE WORK. WITH THE SAFETY PROVISIONS OF THE LATEST MANUAL OF a ACCIDENT PREVENTION PUBLISHED BY THE ASSOCIATED EXISTING PROPOSED OWNER: 3. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL CONTRACTORS OF AMERICA. �q Yuan Meng; 408-334-5058; mybayone@gmail.com SMALL SCALE DRAWINGS. WRITTEN SPECIFCATIONS USE SINGLE FAMILY SINGLE FAMILY `` TAKE PRECEDENCE OVER ALL DRAWINGS. 16. CONTRACTOR SHALL INFORM THE ARCHITECT & OWNER IN WRITING OF ANY CONDITIONS UNCOVERED IN THE COURSE OCCUPANCY R-3/U R-3/U o` 4. IF A CONFLICT EXISTS BETWEEN REFERENCED OF DEMOLITION OR CONSTRUCTION WHICH DEVIATE FROM Neovan Networks Inc �Q REGULATORY REQUIREMENTS AND THE CONTRACT THE DOCUMENTS, OR WHICH MAY CONSTITUTE A HAZARD NO. OF UNIT 1 1 0 DESIGNER: DOCUMENTS, CONTRACTOR SHALL NOTIFY OWNER'S DURING OR REPRESENTATIVE AND REQUEST THAT THE CONFLICT 17. AFTER CONSTRUCTION. THESE CONDITIONS INCLUDE, BUT CONSTRUCTION TYPE V-B TYPE V-B HAN DESIGN STUDIO BE RESOLVED. THE FACT THAT THE CONTRACT ARE NOT LIMITED TO, DRY ROT OR DAMAGE TO EXISTING (NO SPRINKLERS) (NO SPRINKLERS) DOCUMENTS MAY ESTABLISH HIGHER OR MORE COSTLY STRUCTURAL MEMBERS, AND FRAMING MEMBER SIZES OR 157 SUMMIT WAY REQUIREMENTS THAT THE MINIMUM CODE OR OTHER SPACING WHICH DO NOT CORRESPOND WITH THOSE HEIGHT 23'-4 1/2" ABOVE GRADE 23'-4 1/2" ABOVE GRADE REGULATORY REQUIREMENTS REFERENCED ABOVE STATED IN THE DOCUMENTS. THE ARCHITECT SHALL o SAN FRANCISCO, CA 94132 SHALL NOT CONSTITUTE A "CONFLICT". PROVIDE WRITTEN DIRECTION AS HOW TO PROCEED IN NO. OF STORIES 2 STORIES 2 STORIES T: 415.987.0596 a 5. WORK NOT PARTICULARLY DETAILED, MARKED OR EACH CASE. RESIDENTIAL (GROSS) 2,769.90 SF 3,378.44 SF E: HAN@DESIGNSTUDIOHAN.COM SPECIFIED, SHALL BE THE SAME AS SIMILAR WORK THAT 18. IF THE CONTRACTOR FINDS IT NECESSARY TO DEVIATE IS DETAILED MARKED OR SPECIFIED. FROM THE DOCUMENTS IN ANY MANNER, THE LIVING (GROSS) 2,295.34 SF 2,903.88 SF Oakdell F Oakde+' CONTRACTOR SHALL INFORM THE ARCHITECT OR OWNER 1ST FLOOR: 1,193.68 SF 1ST FLOOR: 1 ,415.21 SF 6. NO DEVIATION FROM THE APPROVED DRAWINGS AND IN WRITING AND OBTAIN WRITTEN APPROVAL FOR ANY 2ND FLOOR: 1,101.66 SF 2ND FLOOR: 1488.67 SF 0 SPECIFICATIONS IS PERMITTED WITHOUT THE PRIOR CHANGES PRIOR TO COMMENCING WITH THE WORK. F WRITTEN CONSENT OF THE ARCHITECT. THE GARAGE 474.56 SF 474.56 SF CL r o ■CALIFORNIA COUNCIL FORZ ARCHITECTS INTERPRETATION OF THESE DOCUMENTS 19. CONTRACTOR TO IMPLEMENT AND MANAGE STORM WATER m SHALL BE FINAL. DRAINAGE DURING CONSTRUCTION AND PREVENT WATER CAR SPACE 2 2 0 FROM FLOWING INTO NEIGHBORING LOTS. COVERED PORCHES 0.0 SF 0.0 SF STREET VIEW C C I D C y CONTRACTOR'S RESPONSIBILITIES: 20. ALL PLUMBING, ELECTRICAL & HEATING SYSTEM TO BE 1 . CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS DESIGN BUILD BY THE CONTRACTOR. # OF BEDROOM 4 5 " �� Z y HAN LI IN ACCORDANCE WITH THE LATEST REQUIREMENTS AS # OF BATHROOM 2.5 4 a. CERTIFIED INTERIOR DESIGNER - AMENDED BY ALL STATE AND LOCAL CODES, AND ; EXPIRES07/23/23CID#7248 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, DISABLED ' ACCESS COMPLIANCE REGULATIONS. H CODE ° �R Z 0A 110Nn00 tlINHOJlltlO■ Z 2. CONTRACTOR SHALL MAKE SITE INSPECTIONS AND BE WATER CONSERVATION REQUIREMENT RESPONSIBLE FOR ALL NEW AND DEMOLITION WORK, 2019 CALIFORNIA BUILDING CODE (VOLUMES 1 & 2); 2019 CALIFORNIA RESIDENTIAL CODE WHETHER DETAILED BY THE SPECIFICATIONS AND 1 . PROVIDE MAXIMUM 1 .8 GALLONS PER MINUTE FOR 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE; 2019 CALIFORNIA ELECTRICAL CODE DRAWINGS, OR IMPLIED BY EXISTING CONDITIONS. SHOWER HEADS 2019 CALIFORNIA PLUMBING CODE; 2019 CALIFORNIA MECHANICAL CODE •� I ; ORIGINAL DATE: 08i26i21 2. PROVIDE MAXIMUM 1 .2 GALLONS PER MINUTE FOR li 2019 CALIFORNIA FIRE CODE; 2019 CALIFORNIA ENERGY CODES » 3. ANY DISCREPANCIES IN THE CONSTRUCTION LAVATORY FAUCETS DOCUMENTS, AS CONFLICTS WITH ACTUAL SITE 3. PROVIDE MAXIMUM 1.28 GALLONS PER FLUSH FOR NEW CITY OF CUPERTINO BUILDING AND PLANNING CODES " ,; REVISIONS: `' L, Y _ CONDITIONS SHALL BE BROUGHT TO THE ATTENTIONS TOILETS r - No. DESCRIPTION DATE OF THE DESIGNER BEFORE PROCEEDING WITH THE : - WORK. 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY WALLS ENCLOSING CONDITIONED SPACE SCOPE OF WORK SHORING & UNDERPINNING AS NECESSARY, WORK TO BE PERFORMED UNDER SEPARATE PERMIT. R - VALUES ON THE PLAN VIEW SHALL MATCH THE R-VALUES ON CF-1 R FORM. Adding 608.54 SF to the existing two-story residence VALUES SHALL BE: (FOR PRESCRIPTIVE PACKAGE D, CF-1R FORM) 1. 221 .53 SF to the 1st floor SYMBOLS 5. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE R-13 IN 2x4 STUDS / R-19 IN 2x6 STUDS / R-22 IN 2x8 STUDS / R-30 IN 2x10 STUDS 2. 387.01 SF to the 2nd floor AND PROVIDE ALL NECESSARY TEMPORARY UTILITY / R-38 IN 2x12 STUDS Interior remodeling HOOK-UPS FOR ALL EQUIPMENT DURING CONTRUCTION. OR SPECIFY THE R-VALUE ON THE COMPUTER GENERATED CF-1 R FORM 1. Extend the existing powder room to full bath at 1st floor (PERFORMANCE METHOD) (CNC STD 151 (f) 1 & TABLE 151-B, C OR D AND 2. Convert the existing family room to a new bedroom 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCE APPENDICES TABLE 4.3.1) 3. Adding one new bathroom to 2nd floor NORTH ARROW DISCONNECTION/CAPPING OFF ALL EXISTING UTILITIES 4. kitchen / bathrooms remodeling AND RE-CONNECTIONS WHERE RE-USE IS POSSIBLE. 0 EXISTING WALL 7. CONFIRM ALL WINDOW SIZES WITH ACTUAL/ EXISTING CEILINGS BETWEEN GARAGE AND ROOMS ABOVE, ROUGH OPENING DIMENSIONS PRIOR TO ORDERING SHEET INDEX WINDOWS. AND AT FLOORS WITH CRAWL SPACES NEW WALL 8. SLOPE ALL FLOORS/ ROOFS TO DRAIN IN A MINIMUM OF R - VALUES ON THE PLAN VIEW SHALL MATCH THE R-VALUES ON CF-1 R FORM. SHEET NO. SHEET NAME NEW CONCRETE 1/4" PER V-0", UNLESS SPECIFICALLY NOTED VALUES SHALL BE: (FOR PRESCRIPTIVE PACKAGE D, CF-1R FORM) OTHERWISE. R-13 IN 2x4 STUDS / R-19 IN 2x6 STUDS / R-22 IN 2x8 STUDS / R-30 IN 2x10 STUDS A 0.0 COVER SHEET WINDOW TAG / R-38 IN 2x12 STUDS A 1.0 CALGREEN CHECKLIST 9. CONTRACTOR IS RESPONSIBLE TO PROCURE STATE OR SPECIFY THE R-VALUE ON THE COMPUTER GENERATED CF-1 R FORM A 1.1 CALGREEN CHECKLIST 101 DOOR TAG INDUSTRIAL SAFETY PERMIT FOR ANY WORK OVER 36" IN (PERFORMANCE METHOD) (CNC STD 151 (f) 1 & TABLE 151-B, C OR D AND HEIGHT, INVOLVING EXCAVATION OVER 5' AND AS REFERENCE APPENDICES TABLE 4.3.1) A 2.0 TOPOGRAPHIC SURVEY OTHERWISE REQUIRED. A 2.1 SITE PLAN WALL TAG A 3.0 1ST FLOOR PLAN 10. CONTRACTOR IS RESPONSIBLE FOR ALL A 3.1 2ND FLOOR PLAN Room name WATERPROOFING DESIGN AND INSTALLATION FOR 101 ROOM TAG WEATHERTIGHT ASSEMBLIES/INSTALLATIONS. DETAILS A 3.2 FLOOR AREA CALCULATION & ROOF PLAN & DOOR/WINDOW INCLUDED IN THIS SET ARE FOR CLARIFICATION OF SCHEDULE INSTALLATION OF FINISH MATERIALS. A 4.0 BUILDING FRONT ELEVATION 1 DETAIL NUMBER A 4.1 BUILDING NORTH-WEST ELEVATION A101 SHEET LOCATION 11 . CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH -� A 4.2 BUILDING REAR ELEVATION SHEET TITLE: ALL SPECIAL INSPECTIONS, INCLUDING BUT NOT LIMITED Name REFERENCE ELEVATION TO ORDERING INSPECTIONS AND TESTS AS REQUIRED A 4.3 BUILDING SOUTH-EAST ELEVATION Elevation FOR COMPLIANCE WITH SPECIAL INSPECTIONS/BUILDING A 5.0 BUILDING SECTION COVER SHEET PERMIT APPROVALS. L 1.0 ILANDSCAPE PLAN XSPOT ELEVATION 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ALL SOUND TRANSMISSION REQUIREMENTS PER CBC 1207, INCLUDING STC AND IIC RATINGS OF ASSEMBLIES AND EXTERIOR ASSEMBLY REQUIREMENTS FOR EXTERIOR SOUND TRANSMISSION CONTROL. 13. WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER, WITH THE LEAST POSSIBLE DISTURBANCE TO NEIGHBORING TENANTS. SHEET NO.: OmO -p I PROJECT: o&T6' 10I eRoEP!�b� p fiWi'l�4� 'DATORY MEASURES Planning Division - Cupertino CUPLRTINO 1. PROJEACPT R1b1�fb DISTURB LESS THAN ONE ACRE OF SOIL AND 11. DOCUMENTATION SHALL BE PROVIDED TO THE LOCAL ENFORCING BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT TABLE 4.504.1 TABLE 4.504.3 TABLE 4.504.5 OAKN O L L ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION MOISTURE CONTENT. INSULATION PRODUCTS WHICH ARE VISIBLY WET ADHESIVE VOC LIMIT' 2 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2 3 FORMALDEHYDE LIMITS' Case # WF WQQt0W DISTURBS ONE ACRE OR MORE, SHALL MANAGE 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED Less Water and Less Exempt Compounds in Grams per Liter Grams of VOC per Liter of Coating, Maximum Formaldehyde Emissions in Parts per Million STkW,MuV,ATF,FeP(.sj2AINAGE DURING CONSTRUCTION. SEE TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET- ARCHITECTURAL APPLICATIONS VOC LIMIT Less Water and Less Exempt Compounds PRODUCT CURRENT LIMIT CALGREEN 4.106.2 FOR FURTHER DETAILS. 12. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' Indoor carpet adhesives 50 COATING CATEGORY VOC LIMIT Hardwood plywood veneer core 0.05 22021 Oaknol I Ct, Approv I Body: Director/ Staff WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. Carpet pad adhesives 50 Flat coatings 50 �0 Nonflat coatings 100 Hardwood plywood p Cupertino,e rti n o CA 95014 2. C AI TION PLANS SHALL INDICATE HOW THE SITE GRADING LOCAL ENFORCING AGENCY WHICH INCLUDES ALL OF THE Outdoor carpet adhesives 150 g p y ood composite core 0.05 � , Approv. I Date n GF SYSTEM WILL MANAGE ALL SURFACE WATER FOLLOWING SHALL BE PLACED IN THE BUILDING. SEE CALGREEN 25. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND Wood flooring adhesive 100 Nonflat-high gloss coatings 150 Particleboard 0.09 Si natu e BE a P WATER FROM ENTERING BUILDINGS. SWALES, 4.410.1 FOR DETAILS OF REQUIRED INFORMATION. SHALL COMPLY WITH THE FOLLOWING: g (� W XtS 6F&I ,^., ^..^ ^ Rubber floor adhesives 60 SPECIALTY COATINGS Medium density fiberboard 0.11 -�rv��r CT.-Q DISPOSAL SYSTEMS, FRENCH DRAINS, A. FANS SHALL BE ENE RGY STAR COMPLIANT AND BE Y t I �a �' Aluminum roof coatings 400 WAT �-cE�ti�i ION GARDENS,AND OTHER MEASURES CAN BE 13. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT DUCTED TO TERMINATE OUTSIDE THE BUILDING. Subflooradhesives 50 g Thin medium density fiberboard' 0.13 USED. EXCEPTION: ADDITIONS AND ALTERATIONS NOT ALTERING SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE Ceramic tile adhesives 65 Basement specialty coatings 400 THE DRAINAGE PATH. PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE HOUSE VENTILATION SYSTEM, FANS MUST BE VCT and asphalt file adhesives 50 g Bituminous roof coatings 50 1. Values in this table are derived from those specified by the California Air Composite Wood as PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS CONTROLLED BY A HUMIDITY CONTROL. Resources Board, Air Toxics Control Measure for Com p 3. NEW CONSTRUCTION SHALL COMPLY WITH CALGREEN SECTION APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING 1. HUMIDITY CONTROLS SHALL BE CAPABLE OF Drywall and panel adhesives 50 Bituminous roof primers 350 tested in accordance with ASTM E1333. For additional information, see 4.106.4.1 TO FACILITATE FUTURE INSTALLATION AND USE OF EV THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. ADJUSTMENT BETWEEN A RELATIVE HUMIDITY Cove base adhesives 50 Bond breakers 350 Califbrnia Code ofRegulations,Title 17,Sections 93120 through 93120.12. CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO RANGE OF<_ 50 PERCENT TO A MAXIMUM OF 80 Multipurpose construction adhesives 70 Concrete curing compounds 350 2. Thin mediiun density fiberboardhas a maximum thickness of'/,6 inch(8min). BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA COMPLY WITH APPLICABLE LOCAL ENFORCING AGENCY PERCENT. A HUMIDITY CONTROL MAY UTILIZE Structural glazing adhesives 100 Concrete/masonry sealers 100 Parcel Number: 32639018; Zoning: R1-7.5 ELECTRICAL CODE, ARTICLE 625. ORDINANCES AND BAY AREA AIR QUALITY MANAGEMENT DISTRICT MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. Single-ply roof membrane adhesives 250 Driveway sealers 50 EXCEPTIONS: REGULATION 6, RULE 3. 2. A HUMIDITY CONTROL MAY BE A SEPARATE OWNER: A. WHERE LOCAL ENFORCING AGENCY HAS DETERMINED EV COMPONENT TO THE EXHAUST FAN AND IS NOT Other adhesives not specifically listed 50 Dry fog coatings 150 CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE. 14. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE REQUIRED TO BE INTEGRAL. SPECIALTY APPLICATIONS Faux finishing coatings 350 Yuan Meng; 408-334-5058; mybayone@gmail.com B. ACCESSORY DWELLING UNITS (ADU)AND JUNIOR CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, PVC welding 510 Fire resistive coatings 350 ACCESSORY DWELLING UNITS (JADU)WITHOUT COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER 26. HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED, CPVC welding 490 Floor coatings 100 ADDITIONAL PARKING FACILITIES. RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE ABS welding 325 Form-release compounds 250 COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER FOLLOWING METHODS: 4. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO METHODS ACCEPTABLE TO THE LOCAL ENFORCING AGENCY TO A. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED Plastic cement welding 250 Graphic arts coatings(sign paints) 500 ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ACCORDING TO ANSI/ACCA 2 MANUAL J-2016 Adhesive primer for plastic 550 High temperature coatings 420 RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1- ENTER THE SYSTEM. (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS Contact adhesive 80 Industrial maintenance coatings 250 DESIGNER: INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. Special purpose contact adhesive 250 Low solids coatings' 120 THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A 15. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT B. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 Structural wood member adhesive 140 Magnesite cement coatings 450 HAN DESIGN STUDIO LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE SHALL MEET THE REQUIREMENTS OF CALGREEN TABLES 4.504.1 MANUAL D-2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. OR 4.504.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE Top and trim adhesive 250 Mastic texture coatings 100 RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS OR METHODS. SUBSTRATE SPECIFIC APPLICATIONS Metallic pigmented coatings 500 157 SUMMIT WAY INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, C. SELECT HEATING AND COOLING EQUIPMENT ACCORDING Metal to metal 30 Multicolor coatings 250 SAN FRANCISCO, CA 94132 PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL PERCH LOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR TO ANSI/ACCA 3 MANUAL S-2014 (RESIDENTIAL Plastic foams 50 Pretreatment wash primers 420 A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND AEROSOL PRODUCTS, AS SPECIFIED BELOW. EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN Porous material wood 50 T: 415.987.0596 SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH SOFTWARE OR METHODS. (except Primers, sealers,and undercoaters 100 CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE RACEWAY AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF Wood 30 Reactive penetrating sealers 350 E: HAN@DESIGNSTUDIOHAN.COM TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN 27. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN Fiberglass 80 Recycled coatings 250 MARKED AS "EV CAPABLE". UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS 1. If an adhesive is used to bond dissimilar substrates together,the adhesive Roof coatings 50 WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED with the highest VOC content shall be allowed. Rust preventative coatings 250 THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS 2, For additional information regarding methods to measure the VOC content IDENTIFY THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) STATEWIDE VOC STANDARDS AND OTHER EQUIREMENTS, MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT Shellacs RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND specified in this table,see South Coast Air Quality Management District Rule Clear 0 55 1168. Opaque 550 RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR VISIBLY MARKED AS "EV CAPABLE". TITLE 17, COMMENCING WITH SECTION 94507. LICENSED TO INSTALL HVAC SYSTEMS. TABLE 4.504.2 Specialty primers,sealers and undercoaters 100 .CALIF 0 R N I A COUNCIL FOR Z SEALANT VOC LIMIT Stains 250 0 5. ALL NONCOMPLIANT PLUMBING FIXTURES SHALL BE REPLACED 16. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH 28. IF REQUIRED BY THE LOCAL ENFORCING AGENCY, THE OWNER OR Less Water and Less Exempt Compounds in Grams per Liter m SEALANTS VOC LIMIT Stone consolidants 450 WITH WATERCONSERVING PLUMBING FIXTURES. PLUMBING VOC LIMITS AS SHOWN IN TABLE 4.504.3 SHEET CG-1. THE VOC THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL Swimming pool coatings 340 0 FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE Architectural 250 LL CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE Traffic marking coatings 100 C C I D Cm Marine deck 760 OCCUPANCY, OR FINAL PERMIT APPROVAL BY BUILDING AND IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL Tub and tile refinish coatings 420 - INSPECTION DIVISION. SEE CIVIL CODE SECTION 1101.1, ET SEQ., COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE Nonmetnbrane roof 300 Waterproofing membranes 250 z Z FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS LOCAL ENFORCING AGENCY FOR THE PARTICULAR TYPE OF Roadway 250 y --�� 275 Single-ply roof membrane 450 Wood preservatives 350 TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES INSPECTION OR TASK TO BE PERFORMED. SPECIAL INSPECTORS Wood coatings 350 o HAN LI m IMPORTANT ENACTMENT DATES. BOARD, SUGGESTED CONTROL MEASURE, AND THE SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST CERTIFIED INTERIOR DESIGNER A. THE EFFECTIVE FLUS H VOLUME OF ALL WATER CLOSETS CORRESPONDING FLAT, NONFLAT OR NONFLAT- HIGH GLOSS VOC IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR Other 420 Zinc-rich primers 340 EXPIRES07f23/23 CID#7248 a SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE LIMIT IN TABLE 4.504.3, SHEET CG-1 SHALL APPLY. COMPLIANCE WITH THIS CODE. SEALANT PRIMERS W WATER CLOSETS SHALL BE CERTIFIED TO THE 1. Grams of VOC per liter of coating,including water and including exempt - Architectural compounds. Z 11 0 3 1 1 0 N n 0 0 V I N 11 0 3 1 1 v 0■ Z PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE 17. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT- 29. DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE Nonporous 250 SPECIFICATION FOR TANK-TYPE TOILETS. WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2)AND SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION Porous 775 2. The specified limits remain in effect unless revised limits are listed in B. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER Modified bituminous 500 subsequent columns in the table. NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS SHOWERHEADS SHALL BE CERTIFIED TO THE SUBSTANCES, IN SECTIONS 94522(E)(1)AND (F)(1) OF CALIFORNIA ACCEPTABLE TO THE LOCAL ENFORCING AGENCY WHICH Marine deck 760 3. Values this table are derived from those specified by the California Air PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC Resources Board, Architectural Coatings Suggested Control Measure, Other 750 February 1,2008.More information is available from the Air Resources Board. SPECIFICATION FOR SHOWERHEADS. 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO ORIGINAL DATE: 05/27/21 C. WHEN A SHOWER IS SERVED BY MORE THAN ONE AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE SHOWER-HEADS AND/OR OTHER SHOWER OUTLETS REGULATION 8, RULE 49. APPLICATION CHECKLIST. REVISIONS: CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL 18. VERIFICATION OF COMPLIANCE WITH NOTES 15, 16,AND 17 SHALL No. DESCRIPTION DATE BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE PROVIDED AT THE REQUEST OF THE LOCAL ENFORCING BE IN OPERATION AT A TIME. A HAND-HELD SHOWER SHALL AGENCY. BE CONSIDERED A SHOWERHEAD. D. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY 19. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL FOLLOWING: LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 A. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS GALLONS PER MINUTE AT 20 PSI. PROGRAM. E. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN METHOD FOR THE TESTING AND EVALUATION OF VOLATILE FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS USING ENVIRONMENTAL CHAMBERS,"VERSION 1.1, PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350.) FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. C. NSF/ANSI 140 AT THE GOLD LEVEL. D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR 6. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ADVANTAGE GOLD. ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING OF THE CALIFORNIA PLUMBING CODE. INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. 7. RESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT OF TABLE 4.504.1. CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER 20. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT IS MORE STRINGENT. OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 8. NEWLY CONSTRUCTED RESIDENTIAL DEVELOPMENTS, WHERE A. PRODUCTS COMPLIANT WITH THE CALIFORNIA DISINFECTED TERTIARY RECYCLED WATER IS AVAILABLE FROM A DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD MUNICIPAL SOURCE TO A CONSTRUCTION SITE, MAY BE REQUIRED FOR THE TESTING AND EVALUATION OF VOLATILE TO HAVE RECYCLED WATER SUPPLY SYSTEMS INSTALLED, ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES ALLOWING THE USE OF RECYCLED WATER FOR RESIDENTIAL USING ENVIRONMENTAL CHAMBERS,"VERSION 1.1, LANDSCAPE IRRIGATION SYSTEMS. SEE CHAPTER 15 OF THE FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350), CALIFORNIA PLUMBING CODE. CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS 9. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR B. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF (FORMERLY THE GREENGUARD CHILDREN & SCHOOLS RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, PROGRAM). CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING THE LOCAL ENFORCING AGENCY. INSTITUTE (RFCI) FLOORSCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 10. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 "STANDARD METHOD FOR THE TESTING AND EVALUATION PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM DEMOLITION WASTE IN ACCORDANCE WITH CALGREEN SECTION INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," 4.408.2 OR 4.408.3. VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS A. SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN SPECIFICATION 01350). SHEET TITLE: CONFORMANCE WITH ITEMS 1 THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE 21. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY UPDATED AS NECESSARY AND SHALL BE AVAILABLE FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE CALGREEN DURING CONSTRUCTION FOR EXAMINATION BY THE LOCAL INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE ENFORCING AGENCY. REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN TABLE 1. IDENTIFY THE CONSTRUCTION AND DEMOLITION 4.504.5. CHECKLIST WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT 22. VERIFICATION OF COMPLIANCE WITH NOTE 21 SHALL BE PROVIDED OR SALVAGE FOR FUTURE USE OR SALE. AT THE REQUEST OF THE LOCAL ENFORCING AGENCY. 2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE 23. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR (SOURCE-SEPARATED) OR BULK MIXED (SINGLE RETARDER BY CBC, CHAPTER 19 OR CONCRETE SLAB-ON- STREAM). GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY 3. IDENTIFY DIVERSION FACILITIES WHERE THE CRC CHAPTER 5, SHALL COMPLY WITH FOLLOWING CONSTRUCTION AND DEMOLITION WASTE REQUIREMENT: MATERIAL WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH REDUCE THE AMOUNT OF CONSTRUCTION AND AT LEAST ONE OF THE FOLLOWING: DEMOLITION WASTE GENERATED. A. A 4-INCH-THICK BASE OF 1/2 INCH OR LARGER CLEAN 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AGGREGATE SHALL BE PROVIDED WITH A VAPOR SHEET NO.: AND DEMOLITION WASTE MATERIALS DIVERTED RETARDER IN DIRECT CONTACT WITH CONCRETE AND A SHALL BE CALCULATED BY WEIGHT OR VOLUME, CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, BUT NOT BY BOTH. SHRINKAGE, AND CURLING, SHALL BE USED. B. A WASTE MANAGEMENT COMPANY CAN BE UTILIZED IF B. A SLAB DESIGN SPECIFIED BY THE LICENSED DESIGN APPROVED BY THE LOCAL ENFORCING AGENCY. SEE PROFESSIONAL. A 1m0 CALGREEN 4.408.3 FOR FURTHER DETAILS 24. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT PROJECT: 0 ommunity Development Department Planning DiBP.gNDihrLEC�� i, Ri AI,61570-384E-49C4-8B16-526D24A05271 DocuSign Envelope ID:2B261570-384E-49C4-8B16-526D24A05271 DocuSign Envelope ID:2B261570-384E-49C4-8B16-526D24A05271 tUPERTINO APPRO `"'''��'"' OAK N O L L Case# R- APPR021 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY , , • • 4.305.1 Water Reuse Systems. Newly constructed residential TEMS developments, where disinfected tertiary recycled water is available from a Application Nurn «� �,• municipal source to a construction site, may be required to have recycled ❑ ❑ COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION Indoor Water Use water supply systems installed, allowing the use of recycled water for 22021 Oaknol I Ct, Approv I Body: Director/St ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 15 of the CPC. A 1 Date 03/30/22 CUPERTINO 1n 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Cupertino, CA 95014 pprov 300 TORRE AVENUE •CUPERTINO, CA 95014-3255 (water closets and urinals) and fittings (faucets and showerheads) shall comply � � � MATERIAL � � RESOURCE SlgnatU a Brianne Harkousha (408)777-3228• FAX(408)777-3333•building(a�cupertino.org with the following: Case Manager Enhanced Durability and Reduced Maintenance PURPOSE: 84.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or certified to the performance criteria of the U.S. EPA WaterSense conduits, or other openings in plates at exterior walls shall be protected ❑ ❑ alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential Specifications for Tank-type Toilets. against the passage of rodents by closing such openings with cement mortar, buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed concrete masonry or similar method acceptable to the enforcing agency. disturbed are not subject to the requirements of CALGreen. 0.125 gallons per flush. Parcel Number: 32639018; Zoning: R1-7.5 Construction Waste Reduction, Disposal and Recycling Name:Project Oaknoll 1 8 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum OWNER: 22021 Oaknoll Ct Cupertino, CA 95014 flow rate of not more than 1.8 gallons per minute at 80 psi. showerheads 4.408.1 Construction waste management. Recycle and/or salvage for Project Address: reuse a minimum of 65 percent of the nonhazardous construction and Yuan Men 408-334-5058; m ba one mail.com shall be certified to the performance criteria of the U.S. EPA WaterSense ® ❑ 9 Y Y @9 58907 SF new addition to existing residence Specification for showerheads. demolition waste in accordance with either Sections 4.408.2, 4.408.3 or . Project Description: g 4.408.4, or meet a more stringent local construction and demolition waste ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a management ordinance. Instructions: shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve Building Maintenance and Operation 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be DESIGNER: Building Standards Codes to verify and assure that all required work described herein is properly planned and designed to allow only one shower outlet to be in operation at a time. ® ❑ 4.410.1 Operation and maintenance manual. At the time of final inspection, implemented in the project. an operation and maintenance manual shall be provided to the building ® ❑ HAN DESIGN STUDIO 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this 84.303.1.4.1 Residential lavatory faucets. The maximum flow rate of occupant or owner. checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist. residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and psi. The minimum flow rate of residential lavatory faucets shall not be less Recycling by occupants. Where 5 more multifamily dwelling units are con date Section 2- Implementation Verification at the end of this checklist and submit the completed form to the than 0.8 gallons per minute at 20 psi. are constructed on a building site, provide readily accessible area(s)that 157 SUMMIT WAY Inspector. serves all buildings on the site and is identified for the depositing, storage and Building p ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The collection of non-hazardous material for recycling, including (at a minimum) ❑ ❑ SAN FRANCISCO, CA 94132 Column 2 Column 3 maximum flow rate of lavatory faucets installed in common and public use paper, corrugated cardboard, glass, plastics, organic waste, and metals, or T: 415.987.0596 MANDATORY FEATURE OR MEASURE Project Verification areas (outside of dwellings or sleeping units) in residential buildings shall meet a lawfully enacted local recycling ordinance, if more restrictive. E: HAN@DESIGNSTUDIOHAN.COM Requirements not exceed 0.5 gallons per minute at 60 psi. A4.5 ENVIRONMENTAL QUALITY A4.1 PLANNING AND DESIGN ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. Fireplaces Planning and Design - Site Development 8 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets 4.503.1 General. Install only adirect-vent sealed-combustion gas or sealed shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may wood-burning fireplace, or a sealed woodstove. ❑ ❑ 4.106.2 Storm water drainage and retention during construction. Projects temporarily increase the flow above the maximum rate, but not to exceed which disturb less than one acre of soil and are not part of a larger common ■CALIF 0 R N I A COUNCIL F O R = 2.2 gallons per minute at 60 psi and must default to a maximum flow rate Pollutant Control o plan of development shall manage storm water drainage during construction. of 1.8 gallons per minute at 60 psi. 4.106.3 Grading and paving. The site shall be planned and developed to 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and 4.504.1 Covering of duct openings and protection of mechanical C C I D C keep surface water away from buildings. Construction plans shall indicate how ❑ ❑ fittings shall be installed in accordance with the California Plumbing Code and equipment during construction. Duct openings and other related air ® ❑ W site grading or a drainage system will manage all surface water flows. shall meet the applicable standards referenced in Table 1701.1 of the ® ❑ distribution component openings shall be covered during construction. 4.106.4 Electric vehicle (EV) charging for new construction. New California Plumbing Code. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks ® ❑ C Z construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ ❑ shall be compliant with VOC and other toxic compound limits.Outdoor HAN LI m Outdoor Water Use CERTIFIED INTERIOR DESIGNER future installation and use of EV chargers. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be o T Rant with VOC limits. ® ❑ EXPIRES 07/23J23CID#7248 compliant 4.304.1 Outdoor potable water use in landscape areas. Residential p A4.2 ENERGY EFFICIENCY development shall comply with a local water efficient landscape ordinance or Z o the current California Department of Water Resources' Model Water Efficient 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings _ HOA 1 13 N n o 3 VINUOAIIVOM Z General Landscape Ordinance (MWELO), whichever is more stringent. ❑ ❑ shall be compliant with product weighted MIR Limits for ROC and other toxic ❑ ❑ compounds. 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by the California Energy Standards. ® ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that ® ❑ compliant VOC limit finish materials have been used. ORIGINAL DATE: 08/27/21 Page 1 of 5 CalGreen_2019.doc revised 11112020 Page 2 of 5 CalGreen_2019.doc revised 11112020 Page 3 of 5 CalGreen_2019.doc revised 11112020 REVISIONS: No. DESCRIPTION DATE DocuSign Envelope ID:2B261570-384E-49C4-8B16-526D24A05271 DocuSign Envelope ID:2B261570-384E-49C4-8B16-526D24A05271 4.504.3 Carpet Systems. All carpet installed in the building interior shall ❑ ❑ CALGREEN SIGNATURE DECLARATIONS meet the testing and product requirements of one of the four standards listed. Oaknoll Project Name: 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area Project Address: 22021 Oaknoll Ct, Cupertino, CA 95014 receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting ❑ ❑ Project Description: 589.07 SF new addition to existing residence Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program and UL GREENGUARD Gold. 4.504.5 Composite wood products. Particleboard, medium density SECTION 1 — DESIGN VERIFICATION fiberboard (MDF), and hardwood plywood used in interior finish systems shall ® ❑ comply with low formaldehyde emission standards. Complete all lines of Section 1 —"Design Verification" and submit the completed checklist(Columns 1 and 2)with the Interior Moisture Control plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ❑ ❑ certify that the items checked above are hereby incorporated into the project plans and will be implemented into the breaks are also required to comply with CalGreen Section 4.505.2.1. project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as adop a Doc n�ityjr of Cupertino. 4.505.3 Moisture content of building materials. Moisture content of building ® ® 8/27/2021 materials used in wall and floor framing is checked before enclosure (<19%). 5CC060EB726B4ED... Indoor Air Quality and Exhaust Owner's Signature Date Yuan Meng 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ® ❑ Owner' Name (Please Print) ventilated with an energy star exhaust fan with humidity control. 08/26/2021 Environmental Comfort Design Professional's Signature Date Han Li 4.507.2. Heating and air-conditioning system design. Duct systems are sized, designed and equipment is selected using the following methods: Design Professional's Name (Please Print) 1. Establish heat loss and heat gain values according to ACCA Manual J or __ 08/26/21 equivalent. ® ❑ Signature of License Professional responsible for CalGreen compliance Date 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. Bo Zhang 408-752-2777 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) Name of License Professional responsible for CalGreen compliance(Please Print) Phone or equivalent. bo@ladc-arch.com INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Email Address for License Professional responsible for CalGreen compliance SHEET TITLE: Qualifications SECTION 2 — IMPLEMENTATION VERIFICATION CALGREEN 702.1 Installer training. HVAC system installers are trained and certified in the proper installation of HVAC systems. ® ❑ Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section CHECKLIST 2 to the Building Department prior to Building Department final inspection. 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the ® ❑ I have inspected the work and have received sufficient documentation to verify and certify that the project identified discipline they inspect and verify. above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2019 California Green Building Standards Code as adopted by the City of Cupertino. Verifications 703.1 Documentation. Verification of compliance with CALGreen may Signature of License Professional responsible for CalGreen compliance Date include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing ® ❑ Name of License Professional responsible for CalGreen compliance(Please Print) Phone agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. 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I Date 03/30/22 +.+:+:++ _ _ S66°51 '34" $ +++++++ _ S66°51 '34" $ Cupertino, CA 95014 + + + + E7297' + + + E7297' Signatu a Brianne Harkousha / ++ + + + + \ _ - Case Manager / +++++++ j _ _ — _ �— \ // / +++++++ j _ :�: ++ � /I \ //I VAv //II V�v /I \ ++++++ +++++++ + + + + + + W / + + + W co / / + + + co 1 +++++++ 9 (E) DECK I +++++ 5 _0 (E) DECK I / +++++++ POIOL QUIP / -+'++++ „ 9 POIOL QUIP Parcel Number: 32639018; Zoning: R1-7.5 I ++++++ 7 I ++++++ �7 I OWNER:+ I + l + Yuan Meng; 408-334-5058; mybayone@gmail.com 10 00 m 9 8 �i + I 9 8 - /0 / + + - + + + 00 ¢ + + + Y 00 a 0� ++ ++ Q 0 W 00 Q U F \ (P 60 w N m NN s + + + + N � -j + + + + W In Q + + + + L? cn Q LO + + + + M m + + + + ¢ M w + + + + 0 (E) POOL + + + + ao w (E) POOL / W +++++++ w / Q +++++++ w DESIGNER: W \ l� \ + + ^ (N)F L j / \ +++++++ co I / +++++++ co TOSIDEE I HAN DESIGN STUDIO + + + + + + E + + + + III + + + + I I, P.L. W \ cYj ++++++ 7 'NW 06 +++++CO + + + + �- 151-3 5/8" I +++++++ d' 15'-3 5/8" I I + + + + I s + + + + + + + + (E 2ND F R SIDE SETBACK 11 � / o \ V + + + + 157SUMMIT WAY + + � ( )2NDFLRSIDESETBACK SAN FRANCISCO, CA 94132 O CO + + + ((� 15 -2 3/4 8'- 10 3/8 Q + + + (� 15'-2 3/4" 11 15 15 1 11 8'- 10 3/8" / W \ n W + + + (E)SIDE SETBACKLij T: 415.987.0596 `l + (E)SIDE ++++ ° \ % (E)SIDE SETBACK (E)SIDE W — ( ) ( ) .S. ( D S. 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SIDE + + + + 12 " "- 4" SETBACK + + + 40 + + + + � + + �2 SIDE SETBACK + + + _ I + + + (N 2ND FUR SIDE SETBACK p /- - I ORIGINAL DATE: 08/26/21 + + + + + + + + + N + + + _ N — +++++++ .23'- 1 7/8" 11 REVISIONS: + + + _4"/12"— —4"/12" — � I 8 -3 + + + Y a + - a (N)SIDE SETBACK = E)SIDE No. DESCRIPTION DATE +++++++ o0 a - _ (E)sIDE + + + 00 z + � SETBACK � 1 Planning Comment 12/07/21 + + + E _ - SETBACK I $ + + + + p I $ ++++++ w _ = ` I ++++++ LL _ - (i 2 Planning Comment 01/12/22 + + + + m a a - + + + + O ^^ Y d +++++++ 1 Q \M 0 20 FRONT SE _ L +++++++ N z I 4/ m ` a 20' RONTSETBAC _ + + + + < �� w K - 00 K 00 2 Lp 0 CO w AVE TO + O N ° w ° - — P.L.+ + + O w + + Z� w -+ + 71,-�_ _ o w_ z m K I 00 w a I., ++ + + SX �N' Q a ° a I + ++ + + + w++ + ++ + . + + + + + + + +N+ a+ + + - a+ ca a^0W � (E) DRIVEWAY F 2 N ° ° a� ._ °o- _ ao E DRIVEWAY+ °O++++ + 16'-7 1/4 6'-7 1/4" IV5 '36 + + + V 8O0 N+ 0361 / ENAY2aDTH E) EVAYt2lDTHV / + + + ++ ++ + + + ++++++++++++++++ + + + + + + S, E s,OE + + + + + + + + + + + + ) wALK + + + + + + + + + + + +-+ WALK + + + + + + + + + + + + + + + + + + + + + +++++++++++ + + + + + +++++ + +-+ + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + + + + + + + ++++ + + a . _I I SMH + + + + + + + +�+ + + + + da P� •� + + + + + + + +N+CURB& ER + S + + + +I+ ++ + + + + ' a L 3+++'3+Q+++ + + RIM=282.13 + +++ 01 + + SSMH + + + RIM=282.13 r+ + + +I + + + ++ +r ++ + + + + + 9 - + + +I + + + 9 + + +I + + + + + + + + + + + + + + _ 5 _ 5 - � _ _ qKOqK NOL NOS \0<011 / (CENT � �O �cS�, I (CENT � �O SITE PLAN - EXISTING ERLINEOFS - - VRT SITE PLAN OF ERLINEOF — — �' \ T 1 SCALE: 1/8" = 1'-0" TREET 56- _ 2 SCALE: 1/8" = 1'-0" ST REET 56. _ SHEET TITLE: SITE PLAN NOTE: 02 FENCE LEGEND TREE MAINTENANCE & PROTECTION: SITE PLAN 1. (E) MAIN POWER PANEL 11. (N) GUTTER, TYP. & (N) DOWNSPOUT 15. OUTDOOR LIGHT-2 (E)24" HIGH KNEE WALL WITH 48" HIGH THE PROPOSED CONSTRUCTION ACTIVITY/DEVELOPMENT HAS 2. (E) GAS METER ALL NEW ROOF DRAINAGE WILL BE DIRECTLY TO LANDSCAPED A. TYPE: WALL MOUNTED; FULLY SHIELDED; DIRECTED WOOD FENCE ABOVE BEEN REVIEWED BY A CERTIFIED ARBORIST AND THAT THE PROVIDE MOTION SENSOR AUTOMATIC SHUT-OFF VALVE AREAS TO THE EXTEND FEASIBLE AND NOT ONTO ADJACENT DOWNWARD COMBINED HEIGHT IS 6'-0" HIGH MAX REMAINING PROTECTED TREES WILL NOT BE HARMED DURING 3. (E) CLEAN-OUT PROPERTYS B. LIGHT BULB: 50-WATT (500 LUMENS) FROM STREET GRADE CONSTRUCTION OR BY THE PROPOSED DEVELOPMENT 4. (E)4" UNDERGROUND SEWER PIPE, CONTRACTOR TO VERIFY PIPE 12. 1�(N) 36" HIGH WOOD FENCE SIZE IN FIELD, AND ENSURE IT UP TO CURRENT PLUMBING CODE & 13. (N)A/C UNIT OR MECHANICAL EQUIPMENT IS GOING TO BE (E)24" HIGH KNEE WALL LOCAL GOVERNMENT ORDINANCE INSTALLED ON THE EXTERIOR OF THE BUILDING, THE NEW NO WOOD FENCE ABOVE 5. (E)WATER METER EQUIPMENT CANNOT EXCEED A MAXIMUM OUTDOOR NOISE GENERAL NOTE: FRONT YARD IMPERVIOUS AREA LIMITATION: 6. (E) UNDERGROUND DOMESTIC WATER PIPE, CONTRACTOR TO LEVEL (dBA) OF FIFTY(50) dBA DAYTIME (7:00 A.M.— 10:00 P.M.) OR X x (E)WOOD FENCE -6' HIGH VERIFY IN FIELD, PROVIDE A BACKFLOW PREVENTION FIFTY(50) DBA NIGHTTIME (10:00 P.M. —7:00 A.M.)AS MEASURED a. NO WORKS WILL BE PERFORMED ON PUBLIC RIGHT OF WAY DEVICE/DOUBLE CHECK VALVE FROM THE PROPERTY LINE. BMC 25.58.050 FRONT YARD FLOOR AREA: 1,465.34 SF 18.7. (E)24" HIGH KNEE WALL WITH 48" HIGH WOOD FENCE ABOVE 14. OUTDOOR LIGHT- 1 (N)6' HIGH WOOD FENCE IMPERVIOUS AREA: 372.80 SF COMBINED HEIGHT IS 6'-0" HIGH MAX FROM STREET GRADE A. TYPE: CEILING MOUNTED; FULLY SHIELDED; DIRECTED 372.80/ 1,465.34 = 25.44% (E)WOOD FENCE -6' HIGH DOWNWARD (N) 36" HIGH WOOD FENCE 9. (E) STONE WALL -5' HIGH B. LIGHT BULB: 50-WATT (500 LUMENS) SHEET NO.: 10. (E) FLOWER BED - 18"ABOVE GRADE 2ol PROJECT: ommunity Development Department 2 3 Planning Division — Cupertino A 5.0 A 5.0 eureRTlno APPROVED OAKNOLL Case # R-2021-050 35'-8 5/8" 16'-0 3/s" Application Number(s) (E)MAIN POWER PANEL (E)MAIN POWER PANEL Approv I Body: Director/ St ff (E)sw 7oas� (E)SW 463� ; (E)SW 5934 J_1 . S 9277, - „ •- - 1�5 (N)SW 7248 1 (N)PIC 3072 ;,J_2 SD 6877,, 107(R)SW 5934 t� Approv. I Date —= __ _ F— Cupertino,F- - _— — I00, u no, Signatu e Briann arkousha X \ 1 19'-0 3/4" 12'-0 1/4" 3'-9" 12'-7" 2'- 11 1/2' 01 ase Manager D.W. REMOVE DROP DOWN O [7 — BEAM&POST \/ (E) DINING I 1 (E) KITCHEN I � —� I I (E) FAMILY RM � 1 8'-0" T-0" 8'-0" \ 11 C1 1 1 1 w (N) FAMILY RM (E) DINING — w 1 (N) BDRM - 4 00 Parcel Number: 2 1 ' Zoning: R1-7. w A.F.F. A.F.F. 1 ,,I A.F.F. Q = 3 6390 8, 5 U O J I 8'-9" 8'-0" 8'-0" c 1I W A.F.F.wn o o A.F.F. Y o EO A.F.F. M O � D OWNER: LIJ '/ 1 1 w 00 LL , III �j - i 0 �, Yuan Meng; 408-334-5058; mybayone@gmail.com w f/' � D N � I z LO I (E) LIVING RM 1 4'-6" 3'-6" 2'-0" '-6" 12'-01/2" 01 DBL.OVEN \ SD 6080 I-1 SD 6080 I-1 DESIGNER: A.F.F. I � — — \ WIN .18"FR 30"REF. DBL.OVEN o N - - �71 � � � - o - 1 11 \ STG. 1 \, J CLT. CLT. o HAN DESIGN STUDIO 3680 ' -1 iv 1 04 6'-51/4" 157 SUMMIT WAY II II II SAN FRANCISCO, CA 94132 I I II IIJN�1'�E�I S�AII� II y 8'_o" 1 N T `1 1 11 Q� 1 A 1 o f II II II II II II I - - , - II �\ A.F.F. �\ A 5.0 N E LIVING RM SG.Il ae° M �- �o� �o A 5.0 ( ) / II O gL ,, T: 415.987.0596 N BIF 6080 Q �� -- -- � 8 9 -- -- - - -- - - _� - -00 E: HAN@DESIGNSTUDIOHAN.COM OPENco ABOVE I oco -- -- \ / r� \\ // "' A.F.F. -- -- OPEN ABOVE I �� \ / \\ m N w I(- UP / / / \ \ I U STG. oL —� — - UP / \ I DRYER WASHER ~ ,/ r- N z o0 L= ==�L= _V�t_%, V 11 I ff / 1 '/,1 DRYER 11 WASHER 1 ti I X CV }DN II / \ / II �I II I N �� — �/ \ 3� M 10 x IN IN . _ _ ■CALIFORNIA COUNCIL FOR N (E)PIC 7069 A .F o m ' I I A.F.F. D N 00 r> CBD o ti 3 -4 1/4" 2'-9 3/4" 5 10 3/4 9 1 1/4" co V C C I D C I c� ti R 3280 z CM N - C HAN S z 16 sl C zt CERTIFIED INTERIOR DESIGNER o SETTING AREA -1 EXPIRES07/23/23 CID#7248 a (E) GARAGE 10 zo (E) GARAGE czW 13'-31/2" DN 04 Z UOJ 110Nn00 VINHOJIIVO■ Z 2'-4 1/8" 8'- 7 1/8" 2'-4 1/8' 00 ti 4'-3 5/8" 4'-3 5/8" — — — — —— — — — N 00 co w i 0 109 N ORIGINAL DATE: 08/26/21 0 9 cNI 10 �F� CIT 101 II II I 10 REVISIONS: (N)PIC48 2 11 II I No. DESCRIPTION DATE I 14'-31/ " 8'- 103/4" II I E)GAS METER II (E)GAS METER II II II II II II II II II II II II i 04 19'-03/4" 3'- 1" 22'- 3/4" 45'-3 3/4" 2 3 A�-o A�.O 1ST FLOOR PLAN - EXISTING 1ST FLOOR PLAN - PROPOSED 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" WALL LEGEND EXISTING WALL NEW WALL DEMOLISHED WALL SHEET TITLE: 1 ST FLOOR PLAN SHEET NO.: 3mO ommunity Development Department PROJECT: 2 3 Planning Division — Cupertino 1A 5.0 A 5.0 CureRTlNo APPROVED 45-3 3/4" OAKNOLL Case # R-2021-050 12'-4 1/8" 2'-9 1/2" 10'-7" 7'- 1 1/4" 12'-5 7/8" Application Number(s) 22021 Oaknoll Ct, Approv I Body: Director/ StafF 03 (E)TS 9434 E)SW 4634 (E)SW 3434 E SW 3434( � � ( ) � (N)SW 724 � (N)SW 7248� (R)SW 3� (N)SW 7248� Approv. I Date — - - _ —————- ___� Cupertino, CA 95014 Signatu a Briann x arkousha o r r-i r '✓� io 6'-7" 5'- 3 1/4" 4'-5" 6'-2" 6'-9 1/4" 4'- 10" J se Manager _ J \\\\ �— off, � I � N U I(I \ U co co15"MIN. _ N (E) M BTH i III (E) BDRM - 2 (E) BDRM - 3 II \ / II ' I M (E) BDRM - 2 °' N (E) BDRM - 3 (E) M BTH II 1T II I A m I Parcel Number: 32639018; Zoning: R1-7.5 A.F.F. II A.F.F. 2 I A.F.F. A.F.F. ~ 4 I II W - - - - - - II I LU \ I OWNER: t{I U Y II J I rs 4w Yuan Meng; 408-334-5058; mybayone@gmail.com - o o m 11 W.I.C. U I v? 00 M M o w X > b II II II II I� II / II I ch J 0 Q _ II I � II I SD 7280 ::: 0 CO 777�TTTT I E-2 E-1 F-1 F-2 cn N CLT. DESIGNER: � R3z8a � � 2'-81/4 � I - N I , ATTIC I N I ATTIC I — — — HAN DESIGN STUDIO \ IACCESSI L ' ACCESS o 0 N W I 22"x30" I o � L — J L — J I co _j j � ----� LL 157 SUMMIT WAY I � I I I I I I I I/ II (E) BDRM - 1 \ DN G/ (E) M BDRM 1 \ I I pN I � I 1 SAN FRANCISCO, CA 94132 o" II s'-0° A5.0 - z A5.0 T: 415.987.0596 $ "' M N W.I.C. '7 A.F.F. II A.F.F. o U (N) BTH W ----- \\ M o ----- L3080 E: HAN@DESIGNSTUDIOHAN.COM I U co ----- OPEN T�BELOW / \\\\ \\ 20 U ----- OPEN T�BELOW = i II p 0 � L 3080 / \ o U STG. N , ID 6' - 11" 3' -6" �2'- 10 1/2" -8'-3 3/4"- Of 3280 Tl/7 /T/� -- E-2 o ■CALIFORNIA COUNCIL FORLl (E)SW 5846 (E)PIC 5846 I (E)SW 7046 - - r* 202 (N)PIc 7zaa 3'_ 1" amo U I (E) BDRM - 1 LL o 00 8'-0" W C C I D C y I I ti � LLLLLL A.F.F. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - (E) M BDRM = HANLI o 8'_D„ M CERTIFIED INTERIOR DESIGNER `-r A.F.F. co EXPIRES07/23/23 CID#7248 y — - EQ EQ Z UOJ 110141`100 VINH0JI1V0- Z I _ 01' (N)TS108 EQ EQ - - ORIGINAL DATE: 08/26/21 I o 20� (N)TS10848 REVISIONS: 14'-3 1/ " 3'-0" 13'-0 3/4" 3'-0" No. DESCRIPTION DATE 19'-0 3/4" - 42'-2 3/4" - - - 2 3 A 5.0 A 5.0 2ND FLOOR PLAN - EXISTING 2ND FLOOR PLAN - PROPOSED 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" WALL LEGEND EXISTING WALL NEW WALL DEMOLISHED WALL SHEET TITLE: 2ND FLOOR PLAN SHEET NO.: 3ol PROJECT: ommunity Development Department 45'-3 3/4" 6'-5 1/4" 45'-3 3/4" Planning IVISIon -Cupertino CUPERTINo APPR ------ OAKNOLL Case # R-2 2 - 1L SECTION DIMENSIONS AREA Application Number's I o A 45'-3 3/4"X 24'-3 3/4" 1,101.66 SF 22021 Oaknol I Ct, Approv I Body: irect /Staff F-\- /7 x A rov. I Date 03/3 / I X I I B 6'-5 1/4"X 15' - 11 3/4" 102.87 SF Cupertino, CA 95014 pp � Ll - I � I C 22'- 1 3/4"X 19'- 1 3/4" 424.0 SF Signatu e Bri n e H r b sha I 7 q FOa � nager I `' I D 19' - 0 3/4"X 2' - 1" 39.71 SF Q( > o Ba QO LO x I E 8'- 10 3/4"X 4' -7 3/4" 41.33 SF(NEW ADDITION) \ a v I I F 14'- 3 1/4"X 11' - 7 3/4" 166.2 SF (NEW ADDITION) I 0 co co � I M A M H G 9' -0" + 5' -0" X2' - 0" /2 14.0SF NEW ADDITION _ [( ) l ( ) Parcel Number: 32639018; Zoning: R1 7.5 1 1ST FLOOR AREA 1,889.77 SF I OWNER: -----J H 45'-3 3/4"X 24'-3 3/4" 1,101.66 SF Yuan Meng; 408-334-5058; mybayone@gmail.com 1 14'-3 1/4"X 9' -7 3/4" 137.65 SF (NEW ADDITION) --� x J 19'-0 3/4" X 12' -4 3/4" 236.30 SF (NEW ADDITION) ---- X o K 13'-0 3/4"X 1' -0" 13.06 SF (NEW ADDITION) rF_1 DESIGNER: 7i 2ND FLOOR AREA 1,488.67 SF - - __ HAN DESIGN STUDIO ----------- I -------- I --- ------------- - 19 03/4" - -- 1 co I I I ALLOWED PROPOSED 157 SUMMIT WAY i I - FLOOR AREA RATIO: 7,550 X 45% = 3,397.5 SF 1,889.77 + 1,488.67= 3,378.44 SF (44.7%) SAN FRANCISCO, CA 94132 M ��11/ I T: 415.987.0596 co zz 2ND TO 1ST RATIO: MAX. 66% 1,488.67/ 1,889.77 = 78.7% E: HAN@DESIGNSTUDIOHAN.COM ��E�_ 10 3/4" /ZIA I M F - N 1 -- ---- E 9'-0" I'ELL- -- C M ----------- o, 13'-0 3/4" 1 1 0 ■CALIFORNIA COUNCIL FORZ N --- m 1 1 ¢ x 5'-0" I 14'-31/4" 1 14'-3 1/4" I I K o CCIDC m � Z ---------------- I r a 1 I C o HAN LI CERTIFIED INTERIOR DESIGNER T ------- L , � 1� �_--�11� --------- - EXPIRES07/23/23 CID#7248 a 19'-0 3/4" 22'- 13/4" z UOJ IIONnOO VINHOJI1V3- z Al FLOOR AREA CALCULATION - 1ST FLOOR FLOOR AREA CALCULATION - 2ND FLOOR 1 SCALE: 3/16" = V-0" 2 SCALE: 3/16" = 1'-0" ORIGINAL DATE: 08/26/21 1'-6" 1'-6" 1'-6" REVISIONS: ( )D.S. (N)D. (N)D.S. DOOR SCHEDULE No. DESCRIPTION DATE -� VENTILATION REQUIRED: ROOF GENERAL NOTE: 1 Planning Comment 12/07/21 ' ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES 1. NEW ROOF OVERHANG TO MATCH THE SIZE OF NO. QTY. HINGE W H DESCRIPTION FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO EXISTING ROOF OVERHANG A 1 ROLL 192" 84" GARAGE DOOR THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY 2. GUTTER AND DOWNSPOUT LAYOUTS TO BE FIELD B 1 R 32" 80" 20 MIN. FIRE RATED/SELF CLOSING/LEVER&DEADBOLT iv VENTILATING OPENINGS PROTECTED AGAINST THE VERIFIED C 1 R 36" 80" FRONT ENTRANCE DR.-LEVER&DEADBOLT ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS C-1 2 N/A 18" 80" FRONT DOOR SIDE LIT(TEMPERED GLASS) SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) 3. PROVIDE RADIANT BARRIER W/AN EMITTANCE OF D 2 R 32" 80" EXT. DR.-LEVER&DEADBOLT MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION 0.05 OR LESS TO ROOF SHEATHING. THE E-1 2 L 32" 80" LEVER w/PRIVATE LOCK OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 PRODUCT MUST BE TESTED ACCORDING TO N INCH (6.4 MM) SHALL BE PROVIDED WITH CORROSION- ASTM C-1371-98 OR ASTM E408-71(2002)AND MUST E-2 3 R 32" 80" LEVER w/PRIVATE LOCK 0RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, BE CERTIFIED BY THE DEPARTMENT OF F-1 3 L 30" 80" LEVER w/PRIVATE LOCK OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST CONSUMER AFFAIRS. RADIANT BARRIER MUST F-1.1 2 L 30" 80" LEVER DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH ALSO MEET INSTALLATION CRITERIA AS F-2 1 R 30" 80" LEVER w/PRIVATE LOCK (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING SPECIFIED IN RESIDENTIAL APPENDICES RA4.2.2 N MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF G 1 L 24" 80" LEVER SECTION R802.7. REQUIRED VENTILATION OPENINGS 4. ALL PLUMBING AND EQUIPMENT VENTS MUST BE H 1 BIFOLD 60" 80" LEVER-LOUVERED SHALL OPEN DIRECTLY TO THE OUTSIDE AIR CONSILIDATED AND LOCATED IN AREAS THAT I-1 5 SLIDER 60" 80" LEVER MINIMIZE THE VISIBILITY. VENTS MUST BE AS LOW 1-2 2 SLIDER 72" 80" LEVER PER R327.6.2 REQUIREMENTS. VENTILATION OPENINGS IN HEIGHT AS ALLOWED BY CODE AND SATISFY J-1 1 SLIDER 92" 77" GLASS SLIDER DR.-LEVER& DEADBOLT iv FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT THE REQUIREMENTS OF THE DESIGN GUIDELINES.SPACES, ENCLOSED RAFTER SPACES FORMED WHERE J-2 1 SLIDER 68" 77" GLASS SLIDER DR.-LEVER& DEADBOLT m CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND UNDERFLOOR VENTILATION GUTTER SCREENS: (N)D•S• OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE WINDOW SCHEDULE MESH, VENTS, OTHER MATERIALS, OR OTHER DEVICES ADD ALUMINUM GUTTER SCREENS TO COVER ROOF NO. QTY. ABOVE FLR. FRAME/GLAZING W H DESCRIPTION THAT MEET THE FOLLOWING: GUTTERS TO PREVENT THE ACCUMULATION OF LEAVES 1. THE DIMENSIONS OF THE OPENINGS THEREIN AND DEBRIS IN THE GUTTER SHALL BE A MINIMUM OF INCH (1.6 MM)AND SHALL 101 1 18 1/2" FIBERGLASS/TEMPERED 24" 72" (N)L-CASEMENT-W/ NOT EXCEED 1/8 INCH (3.2 MM) SAFETY GLASS 4"/12"- �4"/12" 2. THE MATERIALS USED SHALL BE ROOF VENTILATION CALCULATION: 102 1 18 1/2" FIBERGLASS/TEMPERED 48" 72" (N)PICTURE-W/SAFETY (0_ NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED GLASS UNDER THE ROOF COVER-ING, ALONG THE RIDGE 103 1 18 1/2" FIBERGLASS/TEMPERED 24" 72" (N)R-CASEMENT-W/ OF ROOFS, WITH THE EXPOSED SURFACE OF THE USING FHA 1/300 RULE SAFETY GLASS VENT COVERED BY NONCOMBUSTIBLE WIRE TOTAL ATTIC SPACE: 1,488.67 SF 104 1 30 1/2" FIBERGLASS/CLEAR 72" 60" (N)SLIDER MESH, MAY BE OF COMBUSTIBLE MATERIALS 1,488.67 SF/300 =4.96 SF 3. THE MATERIALS USED SHALL BE CORROSION VENT PROVIDED 144 SQ. IN. NFA GALVANIZED STEEL 105 1 33 1/2" FIBERGLASS/CLEAR 72" 48" (N)SLIDER ifl RESISTANT. STATIC DOME ROOF VENT 106 1 9 1/2" FIBERGLASS/TEMPERED 30" 72" (N)PICTURE ' I I h 1 4. PER 327.6.3 VENTILATION OPENING ON THE TOTAL NEED x5: 1 SF x 5 = 5 SF 107 1 46" FIBERGLASS/CLEAR 59" 34" (R)SLIDER 4"/12"- 4"/12" UNDERSIDE OF EAVES AND CORNICES. VENT 108 1 36" FIBERGLASS/TEMPERED 24" 36" (N)R-CASEMENT-W/ _ SHALL NOT BE INSTALLED ON THE UNDERSIDE OF SAFETY GLASS EAVES AND CORNICES 109 1 43" FIBERGLASS/CLEAR 47" 47" (R)SLIDER t PER R327.6.2 ROOF AND ATTIC VENTS SHALL BE 201 2 35" FIBERGLASS/CLEAR 108" 48" (N)TRIPLE SLIDER- SHEET TITLE: v �- -- -- - 4"/ 12" "/12" COVERED BY METAL WIRE MESH, VENTS, OTHER EGRESS MATERIALS OR DEVICES THAT MEET THE FOLLOWING 202 1 35" FIBERGLASS/TEMPERED 72" 48" (N)PICTURE-W/SAFETY C° X A/i��11 _ /I REQUIREMENTS: GLASS / j 1. THE DIMENSIONS OF THE OPENINGS THEREIN 203 1 33" FIBERGLASS/CLEAR 36" 48" (N)L-CASEMENT FLOOR AREA SHALL BE MINIMUM 1/16TH INCH AND SHALL NOT 204 1 45" FIBERGLASS/TEMPERED 24" 36" (N)R-CASEMENT-W/ 1'-6" 1'-6" __ EXCEED 1/8TH INCH SAFETY GLASS �/ CALCULATION & � - / 2. THE MATERIALS USED SHALL BE 205 1 33" FIBERGLASS/CLEAR 36" 48" (N) R-CASEMENT - NONCOMBUSTIBLE 206 2 33" FIBERGLASS/CLEAR 72" 48" (N)SLIDER-EGRESS I 3. EAVE VENTS-706A.3/R327.6.3 EAVE AND ROOF PLAN & "/ 12"_ 4"/12" �; CORNICE VENTS SHALL NOT BE USED UNLESS 207 1 47" FIBERGLASS/TEMPERED 34" 34" (R)SLIDER-W/SAFETY �_ THEY RESIST THE INTRUSION OF FLAME AND GLASS DOOR/WINDOW C CD BURNING EMBERS 208 1 33" FIBERGLASS/TEMPERED 72" 48" N) SLIDER-W/SAFETY o C GLASS WINDOW / DOOR SCHEDULE NOTE: SCHEDULE 6" 1'-6" 1'-6" GENERAL CONTRACTOR TO VERIFY WINDOW/DOOR SIZE IN FIELD BEFORE MAKING PURCHASE PROPOSED ROOF PLAN SHEET NO.: 3 SCALE: 3/16" = 1'-0" 3m2 MATERIAL SCHEDULE PROJECT: r-ity�-ev-e-I-�-pme-nt De-pa-r-tme-n-t ALL NEW WINDOWS SHALL COMPLY WITH CMC SECTION 19.102.030 BIRD SAFE DEVELOPMENT # P anningT6f4ision - CupertinoDESCRIPTION REQUIREMENTS CureRTlno p�PP♦�nnwVED NO MORE THAN 10% OF THE SURFACE AREA OF OAKN O LL 1 PRESIJEfJ 11 40 YEARS CLASS A PRESIDENTIAL THE FAQADE BE UNTREATED GLASS MEASURED Case # '1-050 SHAKE ROOF WITH MINIMUM OF BETWEEN THE GROUND AND 60 FEET ABOVE I' o ber(s UNt LAYtK OF 15 LB FELT ON GROUND 1/2" PLYWOOD 22021 Oaknoll Ct, Approv I Body: Director/Staff Cupertino, CA 95014 Approv. I Date03/30/22 Signatu-e Brianne Harkousha Case Manager ROOFTOP 23' - 4 1/2" 2 WALL- STUCCO STUCCO PAINT EXTERIOR FINISH 3 COATS, 1/8" MIN. THICK, CRC R103.6.2 TWO LAYERS OF GRADE D PAPER Parcel Number: 32639018; Zoning: R1-7.5 UNDER CEMENT PLASTER COVERING WHERE OCCURS 2ND FLR CEIL'G OVER PLYWOOD SHEATHING, — — OWNER: 18' - 9 1/2 CRC R103.6.3 Yuan Meng; 408-334-5058; mybayone@gmail.com COLOR: WARM WHITE I III III � III III III II Ills IIII III III II III III II IIII IIII III III II III 3 WALL-STONE LEDGE STONE VENEER III �I III III III IIII �I III START FROM BUILDING FRONT ELEVATION, 42"ABOVE GRADE — _ _ _ — L-- — — — — — — — - DESIGNER: COLOR: SIMILAR TO IMAGE 2ND FLOOR HAN DESIGN STUDIO 10' - 9 1/2" = 157 SUMMIT WAY �. 1 1 11 11 1 1 11 11ill _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1ST FLR - 7 1L2 n SAN FRANCISCO, CA 94132 T. 415.987.0596 E: HAN@DESIGNSTUDIOHAN.COM 4 PORCH PAVER NATURAL STONE PAVER II IIII I i l THICKNESS: 7/8" LL=:__ 1ST FLOOR '7 1' - 7 1/2" o ■CALIFORNIA COUNCIL FORZ -- - - --- - ---- -L--------�- _ -U C GRADE C C I D C m y HAN =J V - Z _ Z G7 �_ n y 1 BUILDING FRONT E L E VAT I O N - EXISTING CERTIFIED INTERIOR I DESIGNER T EXPIRES07/23/23 CID#7248 a SCALE: 1/4" = 1'-0" 5 FASCIA 2 X 8 FASCIA, PAINTED WOOD COLOR: WARM WHITE Z aoJ ilaNnoa VINeoJl1v0■ Z 6 DOWNSPOUT PAINTED STEEL & GUTTER COLOR: WARM WHITE ORIGINAL DATE: 08/26/21 7 WINDOW PAINTED FIBERGLASS WINDOW WITHOUT ANY GRIDS COLOR: DARK GRAY REVISIONS: ***ALL WINDOWS MUST INCULDES No. DESCRIPTION DATE NETTING/SCREENS FOR BIRDS 1 Planning Comment 12/07/21 SAFETY 11 11 _ —ROOFTOP OIL ROOF TOP }, 12" 12" 23' - 4 1/2" 306.90 12" 12" 4 I 1 � 5 — — — 2ND FLR CEIL'G 2ND TOP PLATE 6 18' - 9 1/2" 302.32 i77 i / 7 8 TRIM 2 X 4 PAINTED WOOD TRIM 8 01 02 01 \ o (WINDOW & COLOR: DARK GRAY , / DOOR) i ao 9 GARAGE PAINTED WOOD , 12 12" 12" 12" DOOR COLOR: DARK GRAY / 2 4" a 4" 4' a 4" 0 2ND FLOOR CV fV CV O 10' - 9 1/2" .01 10 ENTRANCE PAINTED WOOD, WITH TWO 18" o N N DOOR WIDE SIDE LIGHTS — 1ST FLR CEIL G 1ST TOP PLATE COLOR: DARK GRAY - 9' - 7 1/2" 293.15 Y 12 11 EGRESS EGRESS WINDOW SHALL HAVE A WINDOW NET CLEAR OPENING OF NOT LESS THAN 5.7 SF THE NET CLEAR HEIGHT OF THE 2 � I OPENING SHALL BE NOT LESS I 1103 - 102 101 80 1 THAN 24"AND THE NET CLEAR o CN O� o WIDTH SHALL BE NOT LESS I THAN 20" o I FF 2019 CRC § R310 I 3 I 1ST FLOOR 285.15 1' - 7 1/2" AVERAGE POINT OF r TOP OF CURB OL 12 OUTLOOKER EKENA MILLWORK OUTLOOKER POINT OF — — — — — DEPARTURE 24"X24" DEPARTURE — — °�283.80 GRADE 283.52 PAINTED WOOD „ 0 - 0 SHEET TITLE: COLOR: WARM WHITE — — — — — — — — — BFE 00 4 10 8 9 $ FINISH FLOOR IS 2'-10"ABOVE - _ 282.3 BASE FLOOD ELEVATION CDB FE-1' - 2 5/8" co N BUILDING FRONT N BUILDING FRONT ELEVATION - PROPOSED - 2 ELEVATION EVAT I O N SCALE: 1/4" = 1'-0" 13 TRELLIS TIMBER TRELLIS SYSTEM PAINTED WOOD COLOR: DARK GRAY f SHEET NO.: 4mO MATERIAL SCHEDULE PROJECT: r-ity�-ev-e-I-�-pme-nt De-pa-r-tme-n-t ALL NEW WINDOWS SHALL COMPLY WITH CMC SECTION 19.102.030 BIRD SAFE DEVELOPMENT # P anningT6f4ision - CupertinoDESCRIPTION REQUIREMENTS CureRTlno p�PP♦�nnwVED NO MORE THAN 10% OF THE SURFACE AREA OF OAKN O LL 1 PRESIJEfJ 11 40 YEARS CLASS A PRESIDENTIAL THE FAQADE BE UNTREATED GLASS MEASURED Case # '1-050 SHAKE ROOF WITH MINIMUM OF BETWEEN THE GROUND AND 60 FEET ABOVE I' o ber(s UNt LAY E[ Ur 15 LB FELT ON GROUND 1/2" PLYWOOD 22021 Oaknoll Ct, Approv I Body: Director/StafF Approv. I Date03/30/22 Cupertino, CA 95014 Signatu-e Brianne Harkousha Case Manager _ ROOFTOP n 2 WALL- STUCCO STUCCO PAINT EXTERIOR FINISH 3 COATS, 1/8" MIN. THICK, CRC R103.6.2 TWO LAYERS OF GRADE D PAPER Parcel Number: 32639018; Zoning: R1-7.5 UNDER CEMENT PLASTER COVERING WHERE OCCURS 2ND FL EIL' OVER PLYWOOD SHEATHING, I — _ _ _ — — _ R 18' - 9 1/2�" I OWNER: CRC R103.6.3 Yuan Meng; 408-334-5058; mybayone@gmail.com COLOR: WARM WHITE III II iI I III II III p 3 WALL-STONE LEDGE STONE VENEER �6__=LL- —_AEI START FROM BUILDING FRONT ELEVATION, 42"ABOVE GRADE I DESIGNER: COLOR: SIMILAR TO IMAGE I 2ND FLooR HAN DESIGN STUDIO 10' - 9 1/2" 157 SUMMIT WAY _ 1ST FLR CEIL'G SAN FRANCISCO, CA 94132 - T. 415.987.0596 FF - II I I E: HAN@DESIGNSTUDIOHAN.COM I I I I I I III II IIII I III I I II I-- I L LL �I 4 PORCH PAVER NATURAL STONE PAVER THICKNESS: 7/8" I 1ST FLOOR = ■CALIFORNIA COUNCIL FOR sZ 4�a i y — — — V - 71/2" o GRADE LL o' - o" �_ C C I D C m y Z _ Z G7 �_ n y BUILDING NORTH -WEST ELEVATION - EXISTING HANLI CERTIFIED INTERIOR DESIGNER - I EXPIRES07/23/23 CID#7248 SCALE: 1/4" = 1'-0" _ 5 FASCIA 2 X 8 FASCIA, PAINTED WOOD COLOR: WARM WHITE Z aoJ ilaNnoa VINeoJl1v0■ Z 6 DOWNSPOUT PAINTED STEEL & GUTTER COLOR: WARM WHITE ORIGINAL DATE: 08/26/21 7 WINDOW PAINTED FIBERGLASS WINDOW WITHOUT ANY GRIDS COLOR: DARK GRAY REVISIONS: ***ALL WINDOWS MUST INCULDES No. DESCRIPTION DATE NETTING/SCREENS FOR BIRDS 1 Planning Comment 12/07/21 SAFETY 1 12" ROOFTOP RooF TOl 4" 12" 23' - 4 1/2" 306.90 a 12" 4" - 4,. r` 5 � 7777, 2ND FLR C9 1L'2" 2ND TOP PLATE 302 32 � 6 18' 12 ' rl 8 TRIM 2 X 4 PAINTED WOOD TRIM (WINDOW & COLOR: DARK GRAY 2 DOOR) 9 GARAGE PAINTED WOOD °' M DOOR COLOR: DARK GRAY (N &4 1 2ND FLOOR 10, - 9 1/2" 10 ENTRANCE PAINTED WOOD, WITH TWO 18" _ 1 ST FLR CEIL'G � 1ST TOP PLATE OL DOOR WIDE SIDE LIGHTS 9' - 7 1/2" 293.15 COLOR: DARK GRAYt�lj 11 EGRESS EGRESS WINDOW SHALL HAVE A 13 WINDOW NET CLEAR OPENING OF NOT LESS THAN 5.7 SF 104 THE NET CLEAR HEIGHT OF THE 2 103 ' OPENING SHALL BE NOT LESS THAN 24"AND THE NET CLEAR WIDTH SHALL BE NOT LESS FIF OL THAN 20" 285.15 1 2019 CRC § R310 _ _ 1ST FLOOR 7 1/2". _ = AVERAGE MAIN LEVEL LOW N _ _ M M - TOP OF CURB 12 OUTLOOKER EKENA MILLWORK OUTLOOKER o' - 10 1/2" N GRADE 1� 283.52 o' - On PAINTED WOOD STONE VENEER STOPPED IN BFE OL SHEET TITLE: WHEN MEET THE NEW FENCE BFE �� 282.3 COLOR: WARM WHITE 7 00 FINISH FLOOR IS Z-10"ABOVE — -1' - 2 5/8" BUILDING NORTH -WEST ELEVATION - PROPOSED BASE FLOOD ELEVATION BUILDING 2 SCALE: 1/4" = 1'-0" NORTH-WEST ELEVATION 13 TRELLIS TIMBER TRELLIS SYSTEM PAINTED WOOD COLOR: DARK GRAY f SHEET NO.: 4ol MATERIAL SCHEDULE PROJECT: r-ity�-eel-�-pme-nt De-pa-r-tm�n-t ALL NEW WINDOWS SHALL COMPLY WITH CMC SECTION 19.102.030 BIRD SAFE DEVELOPMENT # P anningTOMision - CupertinoDESCRIPTION REQUIREMENTS CureRTlNo p�PP♦�nnwVED NO MORE THAN 10% OF THE SURFACE AREA OF OAKN O LL 1 PRESIJEfJ 1 IHL 40 YEARS CLASS A PRESIDENTIAL THE FAQADE BE UNTREATED GLASS MEASURED Case # '1-050 SHAKE ROOF WITH MINIMUM OF BETWEEN THE GROUND AND 60 FEET ABOVE o ber(s UNt LAYtK OF 15 LB FELT ON GROUND 1/2" PLYWOOD 22021 Oaknoll Ct, Approv I Body: Director/StafF Approv. I Date03/30/22 Cupertino, CA 95014 Signatu-e Brianne Harkousha ROOFTOP 23 Case manager _ 4 2 WALL - STUCCO STUCCO PAINT EXTERIOR FINISH 3 COATS, 1/8" MIN. THICK, CRC R103.6.2 TWO LAYERS OF GRADE D PAPER _ 2ND FLR CEIL'G Parcel Number: 32639018; Zoning: R1-7.5 UNDER CEMENT PLASTER 18' - 9 1/2" COVERING WHERE OCCURS OVER PLYWOOD SHEATHING, F — — OWNER: CRCR103.6.3 � �� III III II 1 I II II 1 Yuan Meng; 408-334-5058; mybayone@gmail.com COLOR: WARM WHITE II III III II II II II II I LLB— —�JI — — III -__-III—— 3 WALL-STONE LEDGE STONE VENEER START FROM BUILDING FRONT ELEVATION, 42"ABOVE GRADE DESIGNER: COLOR: SIMILAR TO IMAGE 2ND FLOOR 10' - 9 112" HAN DESIGN STUDIO 1ST FLR CEIL'G 9' - 7 1/2" 157 SUMMIT WAY t L�F-��_��I r �� SAN FRANCISCO, CA 94132 II I II III II III T. 415.987.0596 III II III III II III E: HAN@DESIGNSTUDIOHAN.COM 4 PORCH PAVER NATURAL STONE PAVER 1ST FLOOR THICKNESS: 7/8" 1' - 7 1/2" _ ■CALIFORNIA COUNCIL FORZ o m x YY U C C C I D C m / BUILDING REAR ELEVATION - EXISTING W SCALE: 1/4" = 1'-0" o HAN LI CERTIFIED INTERIOR DESIGNER o — EXPIRES07/23/23 CID#7248 a ti 5 FASCIA 2X8FASCIA, PAINTED WOOD Z UOJ 110Nn00 VINHOJIIVO■ Z COLOR: WARM WHITE 6 DOWNSPOUT PAINTED STEEL & GUTTER COLOR: WARM WHITE ORIGINAL DATE: 08/26/21 7 WINDOW PAINTED FIBERGLASS WINDOW WITHOUT ANY GRIDS WOOD FLOWER BOX 11 11 2 COLOR: DARK GRAY COLOR:DARK GRAY REVISIONS: ROOFTOP ROOF TOP � ***ALL WINDOWS MUST INCULDES 23' - 4 1/2" 306.90 No. DESCRIPTION DATE NETTING/SCREENS FOR BIRDS 1 Planning Comment 12/07/21 SAFETY 1 r` It v 2ND FLR CEIL'G 2ND TOP PLATE O 12 18' - 9 1/2" 302.32 2 eI - � 7 / 0� 0 Uk rn C \ 8 TRIM 2 X 4 PAINTED WOOD TRIM N M N N o 2ND�FLOOR (WINDOW & COLOR: DARK GRAY — — — — — — — — — _ _ — _ _ ro 1 O 9 1/2 N DOOR) 1ST FLR CEIL'G 1ST TOP PLATE OIL 9 GARAGE PAINTED WOOD 9' - 7 1/2" 293.15 DOOR COLOR: DARK GRAY I I 0 13 10 10 I 10 ENTRANCE PAINTED WOOD, WITH TWO 18" I o o DOOR WIDE SIDE LIGHTS o COLOR: DARK GRAY I 106 I 0 11 EGRESS EGRESS WINDOW SHALL HAVE A 8E N N WINDOW NET CLEAR OPENING OF NOT LESS THAN 5.7 SF 4DERT OF Cl) °' °' I 1ST FLOOR n UREi�THE NET CLEAR HEIGHT OF THE s� — — — 7 1/2 N OPENING SHALL BE NOT LESS — POINT OF THAN 24"AND THE NET CLEAR DEPARTURE @ 283.59 WIDTH SHALL BE NOT LESS — — — — THAN 20" 2019 CRC § R310 11 8 _ _ _ _ BF " 00 -1' - 2 5/8 12 OUTLOOKER EKENA MILLWORK OUTLOOKER BUILDING REAR ELEVATION - PROPOSED - FINISH FLOOR IS 2'-10"ABOVE 24"X24" BASE FLOOD ELEVATION PAINTED WOOD SCALE: 1/4" = 1'-0" SHEET TITLE: COLOR: WARM WHITE BUILDING REAR ELEVATION 13 TRELLIS TIMBER TRELLIS SYSTEM PAINTED WOOD COLOR: DARK GRAY f SHEET NO.: 4m2 MATERIAL SCHEDULE PROJECT: r-ity�-ev-e-I-Q-pme-nt De-pa-r-tm�n-t ALL NEW WINDOWS SHALL COMPLY WITH CMC SECTION 19.102.030 BIRD SAFE DEVELOPMENT # P anningT6f4ision - CupertinoDESCRIPTION REQUIREMENTS CureRTlno p�PPRnVED NO MORE THAN 10% OF THE SURFACE AREA OF OAKN O LL 1 PRESIJEfJ 1 1At 40 YEARS CLASS A PRESIDENTIAL THE FAQADE BE UNTREATED GLASS MEASURED Case # '1-050 SHAKE ROOF WITH MINIMUM OF BETWEEN THE GROUND AND 60 FEET ABOVE I' o bens UNt LAYtK OF 15 LB FELT ON GROUND 1/2" PLYWOOD 22021 Oaknoll Ct, Approv I Body: Director/StafF Approv. I Date03/30/22 Cupertino, CA 95014 Signatu-e Brianne Harkousha Case Manager 2 WALL- STUCCO STUCCO PAINT EXTERIOR FINISH � ROOF TOP — — — — — — — — — — 11 3 COATS, 1/8" MIN. THICK, CRC 2�3 - 4 1/2 R103.6.2 TWO LAYERS OF GRADE D PAPER Parcel Number: 32639018; Zoning: R1-7.5 UNDER CEMENT PLASTER COVERING WHERE OCCURS OVER PLYWOOD SHEATHING, OWNER: CRC R103.6.3 2ND FLR CEIL'G Yuan Meng; 408-334-5058; mybayone@gmail.com �COLOR: WARM WHITE 18' - 9 1/2" I I 3 WALL-STONE LEDGE STONE VENEER START FROM BUILDING FRONT I ELEVATION, 42"ABOVE GRADE DESIGNER: COLOR: SIMILAR TO IMAGE HAN DESIGN STUDIO 2ND FLOOR 157 SUMMIT WAY 10 - 9 1/2 - SAN FRANCISCO, CA 94132 --- __ -- 1ST FLR CEIL'G I - - v 1/2„ T. 415.987.0596 9, 7 _ E: HAN@DESIGNSTUDIOHAN.COM ---------------------- I 4 PORCH PAVER NATURAL STONE PAVER THICKNESS: 7/8" ■CALIFORNIA COUNCIL FOR - 0 i � 1ST FLOOR m 1' - 71/2" — — — — — — — CD 0 C C I D C GRADE — m y 01 O11 G7 Z Z n y HAN LI CERTIFIED INTERIOR DESIGNER o - 5 FASCIA 2 X 8 FASCIA, PAINTED WOOD BUILDING SOUTH -EAST ELEVATION - EXISTING EXPIRES07/23/23CID#7248 a COLOR: WARM WHITE SCALE: 1/4" 1'-0" Z UOJ 110NI100 VINHOJI1VO■ CD= 6 DOWNSPOUT PAINTED STEEL & GUTTER COLOR: WARM WHITE ORIGINAL DATE: 08/26/21 7 WINDOW PAINTED FIBERGLASS WINDOW WITHOUT ANY GRIDS COLOR: DARK GRAY REVISIONS: ***ALL WINDOWS MUST INCULDES No. DESCRIPTION DATE NETTING /SCREENS FOR BIRDS 1 Planning Comment 12/07/21 SAFETY 1 7 8 ROOF TOP ROOF TOP 2 306.90 23' - 4 1/211 11111 12" ti 12" 4" 4„ 12" 5 4" 2ND TOP PLATE 2ND FLR CEIL'G — 6 302.32 18' - 9 1/2" — — — 12 8 TRIM 2 X 4 PAINTED WOOD TRIM C� (WINDOW & COLOR: DARK GRAY bo DOOR) 12" 12" 2 9 GARAGE PAINTED WOOD 4" a 4 DOOR COLOR: DARK GRAY 2ND FLOOR 10' - 9 1/2" CV 10 ENTRANCE PAINTED WOOD, WITH TWO 18" 1STTOPPLATE 1ST FLR_CEIL'G — H DOOR WIDE SIDE LIGHTS 293.15 9' - 7 1/2" COLOR: DARK GRAY 11 EGRESS EGRESS WINDOW SHALL HAVE A 13 WINDOW NET CLEAR OPENING OF NOT LESS THAN 5.7 SF o ` 10 THE NET CLEAR HEIGHT OF THE ' OPENING SHALL BE NOT LESS 1 00 THAN 24"AND THE NET CLEAR WIDTH SHALL BE NOT LESS FF ` o THAN 20" ' 2019 CRC § R310 285.15 1ST FLOOR co ' AVERAGE 1' -_7 1/2" TOP OF CURB ' 12 OUTLOOKER EKENA MILLWORK OUTLOOKER 283.52 GRADE ' 24"x24" of - oll PAINTED WOOD � BFE % SHEET TITLE: COLOR: WARM WHITE / STONE VENEER STOPPED 282.3 ao BFE Q eo 3 WHEN MEET THE EXISTING 8 8 � -1' - 2 5/$" FENCE " CD FINISH FLOOR IS 2'-10"ABOVE BUILDING CV BASE FLOOD ELEVATION SOUTH-EAST BUILDING SOUTH-EAST ELEVATION - PROPOSED ELEVATION 13 TRELLIS TIMBER TRELLIS SYSTEM SCALE: 1/4" = 1'-0" PAINTED WOOD COLOR: DARK GRAY f SHEET NO.: 4m3 PROJECT: ommunity Development Department Planning Division — Cupertino eureRTino APPROVED OAKNOLL Case # R-2021-050 Application Number(s) 22021 Oaknoll Ct, Approv I Body: Dire StafF Approv. I Date 03/ Cupertino, CA 95014 Signatu-e Briann ROOF TOP 23 - 4 1/2 18' - 9 1/22"" 1 Parcel Number: 32639018; Zoning: R1-7.5 ti N OWNER: W.I.C.N) BTH CLT. CLT. Yuan Meng; 408-334-5058; mybayone@gmail.com 4 o 60 2ND FLOOR DESIGNER: ` 10' - 9 1/2" 1ST FLR CEIL'G HAN DESIGN STUDIO STAIRWELL OPEN — 9' TO ABOVE 7 1/2" 00 157 SUMMIT WAY co N SAN FRANCISCO, CA 94132 T: 415.987.0596 (N) FAMILY RM OPEN TO PNTO HALLWAY (N) BTH o KITCHENE: HAN@DESIGNSTUDIOHAN.COM ' X C0 00 UNDER STAIR / \ STG. ` \ 1ST FLOOR 1' - 7 1/2" - - - _ _ - - - RADE ■CALIFORNIA COUNCIL FORZ _ CCIDC m :::::::1 :_�t�H_�t� --d :::::::d ==1 7=1 :::::::d ==1 HAN LI CERTIFIED INTERIOR DESIGNER o — 1 BUILDING SECTION - LATITUDINOUS SCALE: 1/4" 1'-0" z EXPIRES07f23/23CID#7248 a aoJ ilaNnoa vlNeoJlina• z= ORIGINAL DATE: 08/26/21 REVISIONS: No. DESCRIPTION DATE ROOFTOP ROOFTOP — — — — — — — — — — 23' - 4 1/2" — — — — — — — — — — 23' - 4 1/2" 2ND FLR CEIL'G 2ND FLR EILL 18' - 91/2' — — — 18' - 91/2' 00 ti ti CN LO r, (E) BDRM - 2 (E) BDRM - 1 0 _ (E) M BTH W.I.C. (E) M BDRM o , o 00 00 2ND FLOOR 2ND FLOOR 10' - 9 1/2" 10' - 9 1/2" _ 1ST FLR_CEIL'G _ 1ST FLR_CEIL�9' - 71/2 � 9' - 71/2"0 L (E) KITCHEN LAUNDRY (E) GARAGE SPACE OPEN TO (E) LIVING RM PAC\E�OP/61N TO CLOSET bo KITCHEN ENTRANCE bo60 1ST FLOOR 1ST FLOOR 1' - 7 1/2" _ 1' - 7 1/2" GRADE � _ - - - - - - - - - - - - - - — 0' - 0" _ — _ d 0' 0" SHEET TITLE: BUILDING U G BUILDING SECTION - LONGITUDINAL - 1 BUILDING SECTION - LONGITUDINAL - 2 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHEET NO.: 5mO PROJECT: ommunity Development Department Planning Division — Cupertino eureRTlNo APPROVED OAKNOLL Case # R-2021-050 + + , + + + +'+ ApplicationNumber(s) ++ + + + + + + + + + + + + + + + + r + + + 22021 Oaknoll Ct, Approv + I Body: Director/ Staff ++++++ + + + + + + + N1 N2 N3 N4 N5 N6 ++++++ N1 N2 N3 N4 N5 N6 Approv. 03/30/22 I Date + + + + + + + + +++++++ +++++++ Cupertino, CA 95014 Signatu a Brianne Harkousha ++++++ — ++++++ Case Manager + + — / co Co Q d np ° n (E) DECK ++++++ Q a s HicHwAL ° (E) ECK + + POOL EQUIP ° ° Q ° + + + + POOL EQUIP - d ° Parcel Number: 32639018; Zoning: R1-7.5 + + + d + + + d 4 + + + d a 4 _ OWNER: P1 + ° 4 °d. P1 ° Yuan Meng; 408-334-5058; mybayone@gmail.com ++++++++ W + W '4 _4 "+ + + +(E) POOL (E)PO L _ - DESIGNER- 4 + + + + a ° ; _: d + + + + 4 _ - HAN DESIGN STUDIO }+}+}++ 4_° 4 ° °- - - - 94 o - oo° d- C� b a_ ° + + + + I d + + + + / aa• d 157 SUMMIT WAY d a ° 30 00° 30.00° 30 00° 30.00 30 00 ° 30.00° SAN F RA N C I S CO CA 94132 T. 415.987.0596 + ° d d" . d ° E: HAN�/��ry(�/�DESIGNSTUDIOHAN.COM / o° P2 a °" - + + + + + + + + + + + + + o + + + + + + + \�I + + + + + + + + + \ +�jK z - , + + + + + Py s - + + + + + + AR1 + + + + + + + + + + + + + + + + + ° + + + + + + + + + + 2ND FLOOR WINDOW °4 + + + + + + + + + + + /t \ j + + + \ + + + + + + + + + + + + + + + + + + + + b + + + + T3 /I \ + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + 'o + + + + + + + + + + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + + ® + + + + + + ® + + + + + + + + + / + . + + + + + _ ■CALIFORNIA COUNCIL FOR — + + + + + + + + + + + + + + + + + xo z + + + I + + + + + + + + + + + EXISTING PRIMARY HOUSE: /� ° ° + + + T3 + + + + + + PROPOSED PRIMARY HOUSE: + + + + + + + + + + + + �I �/� + 2,769.90 SF °_ + + + \ / +++++ + + + + + + 3,378.44 SF - + + + + + + + + + + + + \ - o + + + + + + + + + + + + d' + + + + + + + + + 4 i + + + + + + + + R2 _+ _ + + + + + + + + + ,� C C I D C + + + + + + + + + + + + + + + + + + + \+ Q + + + + � + + + + Y + + + + + + �tl \� + / P3 + + + Y + � + + + + + + o + �Q _ CM P3 W + + + (��+L,4N[ �S+GAP+AFEA + + + + �- W - +++++++ +�+++ + +++++ + + + +++++ + + + + + +++++++++ d o + + + \ + + + ^++ +w + + + 4 o HAN LI + + a + + + + + + 4{9tAO S�+ + + °- + + + + T3 +'+ + +o + + j °- - + + + + + + + + + + + + + + + ....... + + + + + + + + o + + + CERTIFIED INTERIOR DESIGNER T + + + ++++++++++++++++++++++++++++++ + + + T2 + ++ +++++++++++++ o +++++ o + - + + + + I//// - EXPIRES07f 23/23 CID#7248 4 - _ a + + + + + + + + + + + + + + 4 .� +++++++ +++++++++++++++++++++ +++++ + + + + + + ++ +++ +++++++ ++++++++++ a - + + + + + + + + + + + + + R3 = + /1/1_/1111L1L1/1/1/LL1111 _ + + + + + + + + + + + + + + + + + + + + + + + + + + + b - o + + + + + + + + + + + + + + + + + + + + + + + + + +i + _ / z a o 1 1 0 N n 0 0 V I N H o I 1 n 0• Z �/ + + + + + + + + + + + + + + + + + + (/ + + + + + + + + + + + + + + + + + + + + + + ° LO + + + T2 + + + + + + + ° + + + + / + + + + + + + + + + + + + + + + + + + + ° m 4 + + + + + + + + + + + Q + + _ ° m 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + M + + + + ° - - + + + + + + + d ° + + + - , + + + + + + + + + + wo /I ORIGINAL DATE: 09/29/21 + ++++++ o Ll/1/1/LL1111 %' - } + + + T2 o a + + + o + + + - + + + 4 d" LO + + + /1/(% %r1� REVISIONS: + + + + + + + ° ' No. DESCRIPTION DATE + + + + + + + + + 1 Planning Comment 12/07/21 + + + + + + 2 Planning Comment 01/12/22 + + + + + + + + + + + d a T2 a_ + + + + + + + + + + + + + + T1 d + + + 4 + + + + + + - _ N7 + + + N7 + + + + +++ + s/bl * a 4 (E) DRIVEWAY " • (E) DRIVEWAY " • a + + + + + + + + + + + + + + + + + + + + + + ° °d- c - + + d°+ d + + + °Q-° 4 + + + + 1 + + + + + + + + + - _ - + + + + + + + a d + + + + + + + + + + + + + + - 4 ° + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + P4 RB + + + + + + + + ° °a p4 RB + + + + + + + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + & GETTER ._4 - ` GUTTER + -4" - - + + + + + P5 +++�++++++++++ P5 +++ Q++++++++++ LANDSCAPE PLAN - EXISTING LANDSCAPE PLAN - PROPOSED 1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" TREE LIST: LANDSCAPE GENERAL NOTE: WELO DOCUMENTATION: 0 PROPOSED PRIVACY SCREENING MATERIALS: SHEET TITLE: • PROTECTED TREES -"P" TREE TO BE REMOVED -"R" ALL EXISTING LANDSCAPE AREA WILL REMAIN AS IT WAS, NO PRIOR TO PLANNING INSPECTION, THE FOLLOWING DOCUMENTS T1 -ARBUTUS MARINA x1 1. Liquidambar Styraciflua-6" Dia. 1. Citrus - 3" Dia. WORKS TO EXISTING LANDSCAPE AREA MUST BE SUBMITTED AND APPROVED: T2 - EUCALYPTUS POLYANTHEMOS—SILVERDOLLAR x4 2. Liquidambar Styraciflua-8" Dia. 2. Privet(shrub) - 2" Dia. 1. CERTIFICATE OF COMPLETION AND INSTALLATION LANDSCAPE PLAN 3. Liquidambar Styraciflua- 10" Dia. 3. Cupressus Chinensis - 18" Dia. 2. IRRIGATION SCHEDULE (SECTION 14.15.110) THE MINIMUM TREE SIZE SHALL BE 24" BOX MINIMUM AND A MINIMUM OF 4. Liquidambar Styraciflua - 18"Dia. "Hollywood Juniper" TREE MAINTENANCE & PROTECTION: 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE 8' HIGH PLANTED HEIGHT 5. Liquidambar Styraciflua- 13" Dia. (SECTION 14.15.120) 4. LANDSCAPE MAINTENANCE AGREEMENT • NON-PROTECTED TREES -"N" THE PROPOSED CONSTRUCTION ACTIVITY/DEVELOPMENT HAS T3 - PITTOSPORUM TENUIFOLIUM x4 1. Cupressus Chinensis- 12" Dia. BEEN REVIEWED BY A CERTIFIED ARBORIST AND THAT THE 2. Cupressus Chinensis-8" Dia. REMAINING PROTECTED TREES WILL NOT BE HARMED DURING THE MINIMUM SHRUB SIZE SHALL BE 15-GALLON MINIMUM AND A 3. Cupressus Chinensis-7" Dia. CONSTRUCTION OR BY THE PROPOSED DEVELOPMENT MINIMUM OF 6' HIGH PLANTED HEIGHT 4. Cupressus Chinensis- 12" Dia. EACH OF THE 5 "PROTECTED TREES" SHALL BE WRAPPED W/ 5. Cupressus Chinensis-5 Dia. VERTICALLY POSITIONED 2X4 WOOD MEMBERS, NO LESS THAN 6 6. Cupressus Chinensis- 12" Dia. FEET IN LENGTH FIRMLY AFFIXED TO TREES USING WIRING. MIN. 7. Cupressus Chinensis- 10" Dia. DISTANCE BETWEEN WOOD MEMBERS TO BE 1". WOOD MEMBERS 8. Acer Palmatum -8" Dia. TO BE ATTACHED PRIOR TO CONSTRUCTION AND REMOVABLE ONLY AFTER CONSTRUCTION IS COMPLETED. SHEET NO.: 1m0