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RM-2020-007 Approved Plan setCommuni ftmilIW�epartment T. APPROVAL � THES PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTIONS OF MISTAKES, ERRORS, OR Plan g Di APPROVAL Uf1P,RMI HEREIN. IF DURING THE COURSE CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CUPERTINO ARPfR ERTINO SPECIFICATION OR THERE IMPROVEMENT PLANS; THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE 0 IFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. Case # - - 77-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. e icatiAgNPU8110MPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. Approva I Body: gctO dNPA WTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. Approva I Date - 3MMLIZE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 1. A VVUKK jUhtulJLt Ur UKADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE SHALL BE Signature Lau In Nirl lQR MED BETWEEN OCTOBER 1 TOAPRIL 15. 8. Ca sALMA6WELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUND. 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FIRE DEPARTMENT NOTES. 1. REVIEW OF THIS DEVELOPMENTAL PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO FIRE DEPARTMENT OPERATIONS, AND SHALL NOT BE CONSTRUED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK THE APPLICANT SHALL MAKE APPLICATION TO, AND RECEIVE FROM, THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS. 2. FIRE SPRINKLERS REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET. EXCEPTION: A ONE-TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND AMENDED BY CUPMC 3. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER -BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7 4. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH(12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC SEC. 505.1 5. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHID. 33 SANITARY DISTRICT 1. CUPERTINO SANITARY DISTRICT CONNECTION PERMIT FEE ($250) FOR SINGLE FAMILY RESIDENTIAL ALREADY CONNECTED, BUT NEW CLEANOUT IS REQUIRED. (O.C. 7101-3) 2. CUPERTINO SANITARY DISTRICT DISCONNECTING & CAPPING FEE ($200) IS REQUIRED FOR THE SUBJECT IMPROVEMENTS. PLEASE DO NOT ISSUE ANY BUILDING PERMITS. (O.C. 7203) 3. NEW PLCO PER DISTRICT STANDARDS. SEE DETAIL 9 ON SHEET A-1.2 4. INSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS. SEE ATTACHED DETAIL. PROPERTY LINECLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. CLEANOUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL. GRAVITY LATERAL IS 4" DIAMETER. (O.C. 4101) 5. EXISTING SANITARY SEWER LATERAL SHALL BE DISCONNECTED AND CAPPED IN THE PRESENCE OF A DISTRICT INSPECTOR. OWNER TO CALL THE DISTRICT AT LEAST 48 HOURS PRIOR TO WORK TO SCHEDULE AND DISTRICTINSPECTOR. (O.C. 5203) 6. CUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION REQUIRED. CONTRACTOR SHALL LEAVE NEW PIPE INSTALLATION EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT DISTRICT 48 HOURS PRIOR TO SCHEDULING A DISTRICT INSPECTOR FOR A VISUAL INSPECTION. (O.C. 5203) 7. CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OF THE NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION, AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW DISTRICT AT LEAST 48 HOURS' NOTICE TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C. 7102) 8. STORM WATER SURFACE OR ROOF DRAINS, OTHER GENERAL SURFACE WATER RUNOFF, OR CONDENSATION FROM ANY RESIDENTIAL HVAC EQUIPMENT SHALL NOT BE DISCHARGED TO THE SANITARY SEWER. 9. FEES CAN BE PAID AT THE DISTRICT OFFICE LOCATED AT 20863 STEVENS CREEK BOULEVARD, SUITE 100 IN CUPERTINO, CA BY CASH OR CHECK (PAYABLE TO "CUPERTINO SANITARY DISTRICT"). SEWER LATERAL WORK 1. ALL PROPOSED SEWER LATERAL WORK WALL BE DONE PER CITY PUBLIC WORKS DEPT. & BLDG. DEPT. SPECIFICATIONS. 2. ELEVATIONS & LOCATIONS OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY CONSTRUCTION AFFECTING SAID LINES. CONTACT USA @ (800) 642-2444 AT LEAST TWO WORKING DAYS PROIR TO EXCAVATION. 3. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITES, IMPROVEMENTS OR FEATURES OF WHATEVER NATURE, DUE TO CONTRACTOR'S WORK. 4. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE INSTALLATION OF FACILITIES BY PG & E, PACIFIC BELL, & CABLE TV INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. 5. ALL STREET MONUMENTS & OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENT BY THE CITY ENGINEER. 6. FOR LANE CLOSURES. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN & OBTAIN APPROVAL FROM THE CITY PUBLIC WORKS ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE FLAGMEN, CONES OR BARRICADES AS NECESSARY TO CONTROL TRAFFIC & PREVENT HAZARDOUS CONDITIONS PER THE REQUIREMENT OF THE CITY ENGINEER. 7. NO TRENCHES SHALL BE LEFT OPEN OVERNIGHT IN STREET AREA, USE STEEL PLATING OR HOT -MIX ASPHALT AS REQUIRED TO PROTECT OPEN TRENCHES OVERNIGHT. 8. EXISTING IN -GROUND SEPTIC TANK TOBE REMOVED (1/3 OF BOTTOM MIN.), FILL WITH SAND (90% COMPACTION) TYP. SITE PLAN NOTES A. GENERAL: SEE OWNER FOR UP -GRADE HARDSCAPE FINISH FOR DRIVEWAY, WALKWAY & PATIO ALL METAL ANCHORS, FASTENERS, CONNECTORS, ETC. THAT WILL BE IN CONTACT WITH PRESSURE TREATED LUMBER MUST BE HOT -DIPPED GALVANIZED OR OTHER APPROVED CORROSION RESISTANT MATERIAL, Br BUILDING SETBACK: 1. CONTRACTOR TO VERIFIED BUILDING SETBACK AND ADJUST WALL TO MEET MINIMUM SETBACK. 2. PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LICENSED LAND SURVEYOR OF RECORD SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL BUILDING SETBACKS COMPLY WITH THE APPROVED PLANS. WHICH NOTE SHALL REPRESENT A CONDITION WHICH MUST BE SATISFIED TO REMAIN IN COMPLIANCE WITH THIS DESIGN REVIEW APPROVAL. C. GRADING & DRAINAGE: SEE CIVIL ENGINEER PLAN. 1. ARROWS INDICATE DIRECTION OF SURFACE DRAINAGE. 2. GROUND IS TO SLOPE AWAY FROM FOUNDATION 5% FOR A DISTANCE OF 10 FT AWAY FROM THE BUILDING; IF 10 FT. CANNOT BE MEET, PROVIDE SWALES. PROVIDE 2% SLOPE IF IMPERVIOUS SURFACE IS USED. CRC R401.3. NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE. 3. DIRECT ROOF RUNOFF SHALL BE: DIRECT ROOF RUNOFF ONTO VEGETATED AREAS DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS; DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES 4, CONNECT ALL DOWNSPOUTS TO 3" SOLID DRAIN LINE AROUND PERIMETER OF HOUSE DRAIN TO CURB OR PROVIDE CONCRETE SPLASH BLOCK AT DOWNSPOUT LOCATIONS FOR DRAINAGE AWAY FROM STRUCTURE, Dr GEOTECHNICAL/SOIL REPORT: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAUSOIL REPORT. E. UTILITIES: 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES @ JOB SITE. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE INSTALLATION OF FACILITIES BY PG & E, PACIFIC BELL, & CABLE TV INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. F. CONSTRUCTION SITE: 1. CONSTRUCTION SITE SHALL BE ENCLOSED BY U OPAQUE FENCE AT ALL TIMES DURING CONSTRUCTION. 2. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE PUBLIC RIGHT-OF-WAY. 3. A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER. 4. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OR THE PROJECT IN A NEAT AND SAFE MANNER. A/C UNIT SPEC. SHEET ' n nox S2gnatungO Collection XC25 Specifications Model 024 SEER upta 24.00 50und Rating -d8 59 DimensionsHxWx❑(in) 47x35.1/2x34-1/2 HxWxD(mm) 1194 x 9M r. 1003 NEW RESIDENCE 'A It LF Yj ATI , I r I 10285 STERN AVE CUPERTINO, CA 95014 APN# 375-10-046 THIS PROJECT SHALL COMPLY WITH 3 2019 CALIFORNIA BUILDING CODE (BASE CODE 2018 IBC) 2019 CA RESIDENTIAL (2018 IRC) 2019 CA PLUMBING (2018 UPC) 2019 CA MECHANICAL (2018 UMC) 2019 CA ELECTRICAL (2017 NEC) 2019 CA FIRE (2018 IFC), 2019 CA ENERGY CODE 2019 CA GREEN BUILDING CODE CITY OF CUPERTINO MUNICIPAL CODE SWALE @ 1 % MIN ADJACENT BUILDING c ►1 O� nrr B.S.L. OR I N 0023'00" W 51.18' X x 0/H ELEC o o LU_ -D =Lo N_ uJi m O/H ELEC o N o NEM CONIC. 1 0 1 STEP F.S.: N 102.0 72\ 1 STEP F.S.: 102.0 CV 'I = GARAGE F.S.: 101.3 AREA OVER MIN. SETBACK: 9.5' x 26' = 247S.F. 247/1024 = 24.12% USEABLE REAR YARD: 1034 S.F. FRONT YARD 51.18x20: 1024 S.F. O z, 1 � NEW RESIDENCE F.F.: 102.5 3660 QY1 (N)G/M moo !17 pA2 00000 i PAVERS � x STEPPING DRIVEWAY STONE PAVERS PA PA vi 06 BARK 0 o G) N 1 2 �- -.-............... 4'-2" 20'-6" _N 0023'00" W 51.18' (N) 24" BOX TREE rr) S I D E WA D D 218'-0" MAX. (E) ROLLED CURB IS TO REMAIN C O N C ROLLED CURB STREET TREE TO BE INSTALLED BY THE CITY. UPON PROJECT COMPLETION, THE PROPERTY OWNER SHALL PREPARE AN ADEQUATE PLANTING AREA AND CONTACT THE CITY AT 408-777-3269 TO ARRANGE FOR THE TREE INSTALLATION. AVE.STERN 2 SITE PLAN & HORIZONTAL CONTROL PLAN THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED SURVEYOR. 2 PUBLIC WORKS NOTES. 1. STERN AVE IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN PLACE FOR A PERIOD OF THREE YEARS. HOWEVER, EXCEPTIONS CAN BE GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE, ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT. 2. IF THE PROJECT DAMAGES THE CITY'S SIDEWALK OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY BROKEN CONCRETE (EXISTING OR DAMAGES BY THE PROJECT) AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN ENCROACHMENT PERMIT FOR THIS WORK WILL ALSO BE REQUIRED. 3. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF WAY, WHICHEVER COMES FIRST, THE OWNER AND/OR THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS DEPARTMENT AT (408) 777-3354 FOR REQUIREMENTS AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A CERTIFICATE OF LIABILITY INSURANCE AND A SEPARATE ENDORSEMENT NAMING THE CITY OF CUPERTINO AS ADDITIONAL INSURED AS WELL AS A VALID CONTRACTOR LICENSE (NOTE: LICENSE B CONTRACTORS ARE ONLY PERMITTED TO PERFORM WORK ON -SITE AND WILL NOT BE PERMITTED TO PERFORM WORK IN THE PUBLIC RIGHT OF WAY). CONNECT N UNDERGROUND 2 ELECTRICAL LINE TOE ELECTRICAL I POLE. CONTRACTOR TO VERIFY ON FIELD m II 5% V• Ix O 0 z Q m ® v x0 ti O rn 0 z_ m o xp 0 00 5'-0" B.S.L. 1] Cl) IVA fir;1 (E) W/M SWALE @ 1% MIN ADJACENT BUILDING CONNECT (N) GAS LINE TO (E) GAS LINE. CONTRACTOR TO VERIFY ON FIELD CONNECT (E) WATER LINE TO (N) HOUSE SHUT OFF VALVE. CONTRACTOR TO VERIFY ON FIELD WATER LATERAL AND WATER METER MAY NEED TO BE 2 UPSIZED. CONTACT THE WATER COMPANY FOR REQUIREMENTS. ENCROACHMENT PERMIT AND ADDITIONAL FEE AND BOND WILL BE REQUIRED. (E) EWER LINE. CONTRACTOR TO VERIFY ON FIELD. DEW IMPERVIOUS PAVING 50% FRONT YARD 20FT SETBACK AREA 1 50% (1024 S.Q.FT.) = 512 S.F. MAX. 1. DRIVEWAY 424 O 2. FRONT WALKWAY/PATIAL PORCH 86 0 TOTAL IMPERVIOUS: 510 S.F. (49.8%) SCALE: 1/8" = 1'-0" LEGEND FLOOR AREA F0_F__ DOWN SPOUTS w/ CONCRETE SPLASH BLOCK LOCATION SWALE SLOPE PROJECT DATA ASSESSOR'S PARCEL #: 375-10-046 PROJECT ADDRESS: 10285 STERN AVE CUPERTINO, CA 95014 PROPERTY OWNER: VASANTHA JAYAKUMAR (510)579-8177 tovasantha@yahoo.com 35232 CAMPBELL HILL TERRACE, FREMONT, CA 94536 PROJECT CONTACT PERSON: TRI HONG (408)829-6083 tdhdesign@hotmail.com 19034 BONNET WAY, SARATOGA, CA. 95070 PROJECT SCOPE OF WORK: DEMOLITION EXISTING ONE STORY HOUSE OF 1,435 S.F. w/ 110 CARPORT (UNDER SEPARATE PERMIT). PROPOSED TO CONSTRUCTED A NEW ONE STORY HOME WITH ATTACHED TWO CAR GARAGE. LAND USE: RESIDENTIAL LOW DENSITY 1-5 DU/ac . EXISTING ZONING: R1-5 OCCUPANCY: R3-U TYPE OF CONSTRUCTION: V-B FULLY-SPRINKLERED INSTALLED PER NFPA 13D 2016 EXISTING USE: SINGLE STORY SINGLE FAMILY RESIDENCE PROPOSED USE: ONE STORY SINGLE FAMILY RESIDENCE GROSS/NET LOT SIZE: 5,000 S.F. FLOOR AREA RATIO CALCULATION: MAX. F.A.R.: 45% (5,000) = 2,250 S.F. LIVING: 1,825.75 GARAGE: 422.75 PROPOSED FA.R.: 2,2248.75 S.F. (44.97%) BUILDING COVERAGE CALCULATION: MAX. COVERAGE: 45% (5,000) + 5%(5,000) FOR EAVE CALC. = 2,500 S.F. LIVING & GARAGE: 2,248.75 PORCH: 41.5 EAVES OVER HANG: 208 S.F. PROPOSED COVERAGE: 2,498.25 S.F. (49.97%) ONE ELECTRICAL ONLY FIREPLACE SET BACK REQUIREMENT REQUIRED PROPOSED SETBACKS 1st floor 1st floor COMPLIANT FRONT 20'-0" 20'-0" YES LEFT SIDE 5'-0" 5'-2" YES RIGHT SIDE 64' 5'-0" YES REAR 20'-0" 10'-6" NO CONSULTANTS LIST DESIGNER STRUCTURAL ENGINEER MANUFACTURER CONTACT TDH DESIGN WESLEY LIU ENGINEERING 'Boral' Roofing: (800) 669-8453 19034 BONNET WAY 7246 SHARON DRIVE #0 www.boralamerica.com SARATOGA, CA 95070 SAN JOSE, CA 95129 'Velux' Skylight: 408.829.6083 408.973.1839 (800) 888-3589 www.veluxusa.com tdhdesign@HOTMAIL.COM wesleyliu@YAHOO.COM 'Grace Construction' Flashing ENERGY CONSULTANT CIVIL ENGINEER (866) 333-3726 www.gcpat.com CARSTAIRS ENERGY CALC. RW ENGINEERING, INC. 904 EVERT COURT 505 ALTAMONT DRIVE PASO ROBLES, CA 93446 MILPITAS, CA 95035 805.904.9048 408-420-6283 timmycarstairs@YAHOO.COM rwengineering@GMAIL.COM GENERAL NOTES 1. ALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TDH DESIGN PRIOR TO COMMENCING. 3. LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE TO BE VERIFIED PRIOR TO CONSTRUCTION BIDDING. 4. ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.0 TITLE 24 RESIDENTIAL ENERGY STANDARDS. 5. BUILDER/CONTRACTOR: RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR ALL JOB SITE SAFETY DURING CONSTRUCTION. SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR METHOD & MANNER OF ALL WATERPROOFING, BUILDER/CONTRACTOR SHALL REFER TO SOIL REPORT, GRADING & DRAINAGE PLAN, AND ALL WATERPROOFING WORK TO BE PERFORMED BY NHQ CERTIFIED WATERPROOFING COMPANY, SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS A LIST OF THE ENERGY -SAVING CONSERVATION FEATURES DEVICES, MATERIALS, AND COMPONENTS INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY, SUCH FEATURES INCLUDE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHER STRIPPING WINDOW SHADES, AND THERMAL MASS MATERIALS, THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS BUT FORTH BY THE EXECUTIVE DIRECTOR, 6. ITEMS TO BE DEFERRED: GAS LINE SIZING CALCULATIONS & STAIRWAY. 7. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT. 8. DEMOLITION PERMIT OBTAIN AT THE CUPERTINO BUILDING DEPARTMENT. PROVIDE ALL NECESSARY DOCUMENTS AS STATED IN THE DEMOLITION PERMIT PACKET WHICH IS AVAILABLE ON-LINE (ALSO KNOW AS THE PROCEDURE CHECKLIST FOR DEMOLITION PERMITS) FOR EXAMPLE, PG&E SHUTOFF, J-NUMBER FOR ASBESTOS REMOVE FROM BAY AREA AIR QUALITY MANAGEMENT, PEST CONTROL, ETC. SHEET INDEX A-1.2 EXISTING SITE PLAN w/ DEMOLITION & STREETSCAPE A-1.3 CITY STANDARD DETAILS A-2 FIRST FLOOR PLAN & FLOOR AREA CALCULATION DIAGRAM A-3 ELEVATIONS A-4 SECTIONS & ROOF PLAN A-5 DETAILS F-1 FLASHING DETAIL F-2 FLASHING DETAIL E-1 ELECTRICAL PLAN T24.1 TITLE 24 T24.2 TITLE 24 G-1 CALGREEN N1 GENERALNOTES N2 CITY OF CUPERTINO STANDARD NOTES CO SURVEY BMP BEST MANAGEMENT PRACTICE STRUCTURAL SO- STRUCTURAL NOTES S1 - FOUNDATION PLAN S2 - FOUNDATION DETAILS S3 - CEILING FRAMING PLAN S4 - ROOF FRAMING PLAN S5 - STRUCTURAL DETAILS S6 - STRUCTURAL DETAILS VICINITY MAP _ y - c De Soto Ave r - R ligrl:x� Dr pertino Pye Agllent Technologies R iilbSpl Rv! 4 3 A48iS T 0 +A` azy Cog Chromatic Coffee i arc; : iI ostaurant & Bar SITE AAA San Jose rn = �ku Japanese aeQ � Stevs Creek Blvd Stevens Creek 7 ' y ' '"'''Marshalls ' A L V E R T Safeway Cupertino High School a orecRvr L p © 0285 Stem Avenue r Lorcaavc 21 min drive -hon•e m ? ts�4V a' ' - m g N a T3 4 L d _ Jo id,, Perk RANCH ❑ JJacidWnD. Mise Sedgwick R I N C O N A D A Archbishop Mitty Elementary School High School Pmd&tj"i Rr c O X Shad rare Dr S a e r5 r�Dgre ar! M I T T Y o vilw Dr R W14Qy Ln m *JORTH [de Middle School co ..__dra REVISIONS BY 03.30.20 P.D. O 04.04.20 P.W. O 04.04.20 B.D. Z a CL W U) 0 rn aU U 2:� C? LU Lu o o 0- LLLI U � ti � M �aLU Lu Z � � LLJ r0 Mill L0 00 C'4 0 0 LU o o o M Lid 2 � ao 0') T U r o W 00 U o0 Z W 0 H W Z m CM - O O) DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET Aml ol CUPERTINc Case # Appro� Appro,v Signah REVISIONS BY 04.04.20 P.W. Z a W � W 2 Ha 00� Z � W W � W W 3 t~ 0 a Q U U � Oz � O w w o wZD ti of M �a w z� a w U) co N O CLLJ o G ~ O cy) Lo Q�) o 2 � U O rn � 00(D U o0 z LL `� Q O Q Lu z z m M O O) O DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET Aml m2 Communi De e opment Me17777777 Plan g ivision -Cupertino 'CUPLRTIN4 PPROVED Case # Im 020-007 *,rr r'.'•t f' plica on Number(s) .�.r.i Approval Body:7/1 /20 ect r / Staff Approval Date � ��=�i�•�rr�s Signature Laul'n Ni kovir r-01, -_:,:.. - Asp �nalla�,er - _ "1r/1 r _ i" X 4" LUMBER wzRs TYPICAL BARK PROTECTION NOT TO SCALE 4-FOOT HLGH FENCING TYPICAL TREE PROTECTION FENCING NOT TO SCALE 1. Prior to any construction operations contractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone(CRZ) of the tree to protect it from construction activity. The CRZ is calculated 1.25 feet times the diameter of the trunk measured in inches 4.5 feet above the natural grade). 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least six (6) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible and legible to workers on the site at a distance of twenty-five (25) feet. The sign(s) shall read "rree Protection Zone Keep out". 4. The owner shall cause the required fencing and signage to be installed and maintained for the duration of the construction. 5. In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. 6. Material Storage: No storage or placement of materials intended for use in construction or waste materials accrunulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree. 7, Equipment Cleaning/Liquid Disposal; No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar- or similar materials deposited or allowed to flow into the critical root zone of a protected tree. S. Tree Attaclunents: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 9. Vehicular Traffic; No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. 10. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, excavators, skid steer tractors, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site. 11. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the city. 12. Impervious Paving; No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root cone of a protected tree, unless expressly penuitted by the public works Dept 13. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with natural fiber burlap within two hours of initial exposure. 14. All public sidewalks shall remain open, free and clear for public access, -unless closure is permitted by the Public Works Department. TREE PROTECTION STANDARDS REVISED 5/13 CITY OF CUPERTINO APPROVED BY: DATE:" 6-4 STANDARD DETAILS City gxneer CUPERTINO SANITARY DISTRICT G::J PVC OR TO MAIN --_- EXISTING LA S=2% (M OR APPROVED EQUAL (TYP) .__ SEE DETAIL 7 NOTE: 1. ALL NEW PIPING SHALL BE PVC SDR 26, OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. ALL CLEAN -OUT BOXES SHALL BE CHRISTY CONCRETE PRODUCTS MANUFACTURED BY OLDCASTLE PRECAST, INC. WITH THE FOLLOWING MODEL NUMBERS: 4" RISER 6" RISER NON -TRAFFIC TRAFFIC NON -TRAFFIC TRAFFIC BOX F08 G05T F08 G08T LID F08C G05CT F08C G05CT 3. LIDS SHALL BE MARKED "SEWER" 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB, IF NOT PRESENT. 5. 1/8 BEND MAY BE PART OF 45' WYE IF APPROVED BY CITY. CUPERTINO SANITARY DISTRICT PUBLIC R/WI PRIVATE PROPERTY EXTENDABLE BACKFLOW VALVE ACCESS CAP wI z_ VALVE AND CLEANOUT J ACCESS BOX SHALL BE CHRISTY G5 TRAFFIC VALVE al BOX 10-3/8" I.D. X 12" o WITH 135C LID LABELED �I "SEWER" OR APPROVED a_ EQUAL FOR BEDDING MATERIAL, SEE DETAIL 7 7 4' TYPICAL, UNLESS OTHERWISE APPROVE FINISH GRADE VALVE ACCESS BOX SEE NOTE 2 AND BRICK LAYOUT ON DETAIL 9 EXTENDABLE l" BACKFLOW i. MIN VALVE Err MIN 1. A BACKFLOW PREVENTER DEVICE IS REQUIRED WHEN THE ELEVATION OF THE LOWEST FINISHED FLOOR WITH PLUMBING IS LESS THAN 12" ABOVE THE NEAREST UPSTREAM MANHOLE OR FLUSHING INLET. 2. ALL CLEANOUTS AND BACKFLOW DEVICES ARE TO BE MAINTAINED BY PROPERTY OWNER. 3. ALL BACKFLOW DEVICES ARE TO BE ACCESSIBLE FOR LATERAL SEWER MAINTENANCE. 4. PLACARD SHALL BE PLACED IN THE UPSTREAM CLEANOUT BOX CLOSEST TO THE HOUSE WARNING THE PLUMBER OF THE EXTENDABLE BACKWATER VALVE. FILE NO. SEWER LATERAL CLEAN -OUT INSTALLATION ON EXISTING SEWER LATERAL DETAIL 9 FILE NO. SP-248 12 SP-248 DR. BY: DATE: CK. BY: DATE: DR. BY: TN 06/01/14 JC 06/03/14 APPROVED. BY: DATE:06/04/14 STANDARD BACKFLOW PREVENTER DEVICE INSTALLATION DATE: CK. BY: DATE: 06/01 /14 JC 06/03/14 APPROVED. BY: DETAIL L DATE: 06/04/141 I 7�4D�R7n�1�C94Cr i11ti�;j-: �#, �+R4nc9. tf'* 4%A5� I (�+O�j $;�4d74 I +4Y�WACCrd�4M� I C17 tH N%ti 20 0040 "Luc: 13LD-2020-0447 PLAN REVIEW COMMENTS IYJ ff.11 nt Plans and Scope of RelAew: This Drojectshall com Wwiir the followina: The CaJifornia Fire (CFC) & Building (CBC) Code, 2019 edition, as ado pled by the City of Cupertino Munid pal Code (CIv1C) and California Code of Regulations (CCR). The scope of iris project includes the following: Proposed nevu2.249 SF one-story si ngle-fam il y residence vuth attached garage. Plans Stairs: Flansare APPRGUEDwiir irefollowingcondition s. Plan RoAewCnmmenits: 1. Fire Sprinklers Required: (Rs noted on Sheet A-L 1) M alutomatc residential fire sprinkler system shall be installed in one- and tvo-fain it VdYell ings as fellow: 1) In Al new one- and Im-famit Vd Yell ings and rebuild of e)asting one -and tm-familydwellingsas defined by the Building OffidaJ. 2) In all nevu basements and in e)asting basem ents that are expanded by more than 50 percent. 3) In all atr::&ed Accessor V D welli ng Units andhr additions to an erasing one- and tm-famiIV dvuelling that have an e:asbng fire sprinker system. 4) In aJI aM&ed AaxssorVDvuelling Units and ibradditons to an existing non-sprinldered one- and tm-famiIVdvaelling, Men the building area is increased to more than 3.600 SF. Exception: One or more additions made to a building after JanuarV1. 2011 that does not total more than 1.000 square feet of building area. Sprinkler plans shall be a deferred suUmithl for required modifications. 2. )orator Supply Requirements: (As noted an Sheet A-1. �) Potable Aatersuppliessh@Jl be protected from aontam i nation caused by I re protect on water su pplies. It is the res pond tj Ii ty of the appii cant and an V contractors and submntracDrs to contact the vvater purveyor supplying the site of such project, and to com pl y Wth the requirements of that purveyor. Such requirements shall be incorporated into the design of any v,iater- based fire protection sysfiems, andbr fire suppression vvater supply systems or storage containers that may be physically connected in anymanner to an appliance capable of causing contamination of the potable water suppl yof the purveyor of record. Rnal approval of the system (s) under consideration Wll not be granted by this office until com pliance Ath the requirements of the vvater purveyor of record are documented by that purveyor as having been met by the applicant(s). 2019 CFC Sec. 903.3.5 and Health and Safety Code 13114.7 U l•1 ILS rt' ut.%; rt'.Y CUP ® ❑ ® IF.LL A." ❑ ® cCCU'ANCr I;r3/U CU4t;l. IYlt VE Arrk-W4..Y L151t Tri Hcxg 03/25/2020 I'AS;t 1 _ 2 r�:rLccii 1 HietiilwrCILexiri.usH 2249 l�idartlal CGR1sCtw��ri i�K-,,"-,;,isr•.�itr.1 N;w S_Wutum ranter 111GjhCI SPR Li; t-S llcn 102e5 Stem Ave Cuperdm I AMULAI I MI r I-W'M 500 leuL�CII{71 r4'IIMIG �1"",:jecUI eu rll r �'H A 1ul.2 500 tlY Faker. Kathy Soruirtg Owila 0-2.e-a Co:e.Wrr afid &iw UoA4mwLiiiea of C1Xmpkii, COeriirlo, Los));bloc, Los 4dccs HiUs. Los Galas..Alonie Sereno. 6uA SarYibugo. SANrrAC,LAILACOUN'I'Y [�']ItE 1) E, PA H'I'M E N,,r I C17 tH N%ti 20 0040 "'r, 13LD-2020-0447 PLAN REVIEW COMMENTS '-W"1 N, 3. Address Id ontlflcation: (Rs noted an Sheet A-1. �)Nevu and existing buiIdnc9s shall have appI,oved address numbers, building numbers or approvEd building identification placed in a position thatis plainIVyIe able and visible turn the street or road fronting the .,operty. These numbers shall contrast vutth their ckgmnd. ftel•e required by the fire code official, address numbers shall be provided in additional approved locations to iIitate emerggeency response. Adm Address nubers shall be AfaIic numbers or al phabeitcal Iethers. Numbers shall a minimum of 4 Inches (101.6 mm) high pith a minimum stoke vuidth of 0.5 Inch (12.7 MM). Uti,1'lere access is bymeans of a pri Vate road and the buildng cannot be vievued from the public nay, a monument, poI a a• other sign a• means shall be used to identify the sb,ucture. Address numbers shall be maintained. CFC Sec. 505.1 . 4. OmstruGil (in Slte Flre Safety: (Rg noted on SheetA-�. )All construction sides must comply 0th applicable p,ovlsions of the CFC Chapter 33 and our Standard Detail and Specification S1-7. Provide appropriate notations on subsecpent plan su binittals, as appropriate to the project. CFC Chp. 33. This rl view sl1alll not be wnstrued to be a1 8p rural of a viol atlan of this pravislans of the CaliforniaFire Cade or of other laws or regulailons of the jurisdiction. A permitpresuming to give authority tovlalate or cancel the pro►r Islons of the Flre Cade or other such laws or regulations shall not be valid. Any addition to or aiteraflon of approved Gen strucflon documents shall be approved In advance. ICFC, Ch.1, 105.3.61 a 4y I" rf-; rt'H CUP ® ❑ ® 1 r.LL Ate' ❑ ® ccCU'Arlcr F-1 aa4 uI. I YI t �+E AFFIu.W4.." ual t Tri Hong 03/25/2020 PAct 2 " 2 .zz-i-Lucll 1 rvlt5 22r19 Lr�tiu 17 N;.l.CI LG �CI11'IIS;n loi,d,a'rtial Cd21.^tillt' on II K;.F-CI I11 t_UI YUI tr.1 New Silwet= ranter 11 I{JtCI SPR Li; [J4 llcn 102e5 Stan Ave CupertLm I AHULAI I rII t r-U;•M 5M I t1JUC1 I171 rcl I MI t`311 r4KLW.1 k:1 tit rut I.G-Y I lul -a 5W tlr Faker, Kathy S"er•-�.•i rPg 6ailla C -26ft CMYr i"• wud ale co»tmwiiiika a{ CampbeU, 0 periui a. Los• A.Igos, Les A1•cos Hills, Los Gatos. _MoAie Scre.10, au: saralogo. DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET A=1 m3 TN Communi Development Department Plan g Division - Cupertino CUPLRTINQ APPROVED Case # M-2020-007 plication Number(s) Approva I Body: ector / StafF Approva I Date 7/13/20 Signature Lau n Ninkovich Case Manager GROSSINET LOT SIZE: 5,000 S.F FLOOR AREA RATIO CALCULATION: MAX. F.A.R.: 45% (5,000) = 2,250 S.F. 1. 13'-0" x 22'-2" 288 2. T-6" x 20'-6" 153.75 3. 36'-0" x 15-T 558 4. 41'-0" x 12'-0" 492 5. I T-0" x 5'-0" 65 6. 15'-0" x 1 V-0" 165 7. 16-0" x 6'-6" 104 LIVING: 1,825.75 8. (20'-6" x 20'-6") +2.5 422.75 GARAGE: 422.75 PROPOSED FA.R.: 2,2248.75 S.F. (44.97%) BUILDING COVERAGE CALCULATION: MAX. COVERAGE: 45% (5,000) + 5%(5,000) FOR EAVE CALC. = 2,500 S.F. LIVING & GARAGE: 2,248.75 PORCH: 41.5 EAVES OVER HANG: 208 S.F. PROPOSED COVERAGE: 2,498.25 S.F. (49.97%) FLOOR AREA CALC. DIAGRAM SCALE: 1/8"=1'-0" FLOOR PLAN NOTES A. GENERAL: BUILDERICONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR METHOD & MANNER OF ALL WATERPROOFING. BUILDER/CONTRACTOR SHALL REFER TO SOIL REPORT, GRADING & DRAINAGE PLAN, AND ALL WATERPROOFING WORK TO BE PERFORMED BY rA N%a, NHQ CERTIFIED WATERPROOFING COMPANY. ALL NEW EXTERIOR WALLS WRAP WITH CDX PLYWOOD TYPICAL THROUGHOUT -VERIFY WITH OWNER A-4 ALL NEW EXTERIOR WALLS GREATER THAN 12FT HIGH SHALL BE 2A 41'-0" WINDOW, DOOR, SUN TUNNEL & SKYLIGHT SIZE SHOWN ARE FOR DESIGN PURPOSES ONLY. ACTUAL SIZES SHALL BE FRAMED & SET PER MFG. 13'-0" 12'-0" 16-0" SPECIFICATIONS. MAKE & MODEL NUMBERS SHALL BE CALLED OUT PER SUPPLIER'S AND/OR OWNER'S SPECIFICATIONS. WINDOWS TO BE DUAL -PANED (U.N.O.) INSTALLED w/ CERTIFYING LABEL ATTACHED, SHOWING U-VALUE. 4'-10" WATER HEATER, FURNACE, FIRE PLACE & A/C INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2050 S.H. 2040 S.H. TEMP. Al TEMP. Al (N EIM 2 1. TEMPERED GLAZING REQUIRED: ALL NEW BATHROOM WINDOWS, FRENCH DOOR & SLIDING GLASS DOOR, WHEN EDGE OF GLASS IS LESS THAN 24" FROM DOOR EDGE AND LESS THAN 60" ABOVE GROUND, w 18" HI. WHEN GLASS IS MORE THAN 9 SO. FT. AND EDGE OF GLASS IS LESS THAN 18" ABOVE FLOOR/GROUND AND TOP EDGE IS MORE THAN 36" ABOVE 10 O X/16" N GROUND AND WITHIN 36" OF WALKING SURFACES. 16' _ 2, UNDERFLOOR ACCESS: 18"x24" MIN. w/ WEATHER-STRIP OR SEAL TO PREVENT DRAFTS. Al ~ 0 9 M. BA. CLR. CLR. � 3. ATTIC ACCESS: 22"x30" MIN. w/ WEATHER-STRIP OR SEAL TO PREVENT DRAFTS. `� x 13 22 CL. HT. 10'-0" 12 4. FIRE EXTINGUISHER: ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FT. THE MIN. SIZE OF THE EXTINGUISHER SHALL BE 2-A:10-BC o J G2 5. FIRE STOPS: PROVIDE ALONG 10 FT. INTERVALS (BOTH HORIZONTAL & VERTICAL) ALONG THE LENGTH OF ANY FRAMED WALL ABOVE 10 FT. HEIGHT. 0 2880 PROVIDE BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE PCKT. DR. B. GARAGE: 1. GARAGE SLOPE: 1/8" PER FT. SLOPE TO DRAIN TOWARD MAIN VEHICLE ENTRY DOOR 12' 0" 1' 0" 15'-0" 1' 6" 2. SELF -CLOSING & LATCHING DOOR: PROVIDE 20 MIN. RATED OR 1 3/4" THICK. 3. 1 HR FIRE RATE GARAGE WALL: PROVIDE 2 LAYERS OF 5/8" TYPE'X' GYP. BD. FROM FOUNDATION TO ROOF SHEATHING. Al 4. DWELLING/GARAGE & CARPORT SEPARATION: C/i - - - - - - - - - - 1/2" GYPSUM BOARD ON GARAGE SIDE OF WALLS AND ITS ATTIC, 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING (IF GARAGE IS BENEATH HABITABLE ROOMS) w C. BEDROOMS: 6'-8„ 25 0 I I o 1. ESCAPE WINDOW OR DOOR: co LO o I I co 20-IN MIN, CLEAR WIDTH 8080 SL. GLS. 6 o I M. BEDRM. I o - 24-IN MIN, CLEAR HEIGHT Al DR. TEMP. F1 - I CL. HT. 10'-8" SEAT o 5.7 SQ. FT, MIN, OPENABLE AREA 1'-6" OPENING SQ. FT MIN OPEN AREA FOR GRADE -FLOOR OPENINGS, °O I OPENING IS TO BE MEASURED 44 INCHES MAX. ABOVE FINISHED FLOOR, CL. HT. 10'-0" _ D. BATHROOMS: I 1. TUB/SHOWER: - ", 61-8" 2� "' _ _ _ _20 - J SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS FINISHED WITH A NONABSORBENT SURFACE FOR A o MINIMUM OF 6 FEET ABOVE THE FLOOR. o�n I I 6 CL. HT. 10' 0" _ ANY NEW OR REPLACED MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT A MAXIMUM 120° F, ANY F� co 00 c� 6080 BI q NEW OR REPLACED WATER -FILLER VALVE IN BATHTUBS/ WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120° BEDRM.2 PASS DR. `" F, THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS, o 9 18" H. I CL. HT. 10'-8" I (2)5016 TRNSM. o/ 10080 z SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER SEAT I I I SL. GLS. DR. TEMP. A� IUj Q_ 19 I I CIRCLE, ANY DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC 408.5, 408,6) 26c9 I `"' - Io �21 I UNDER- W.I.C. 17 I TEMPERED GLAZING: PROVIDE WITHIN A PORTION OF WALL ENCLOSING A TUB/SHOWER WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS 10 Ico FLOOR A2 ao LESS THAN 60 INCHES ABOVE THE STANDING SURFACE AND DRAIN INLET & WITHIN 60 INCHES OF A TUB/ SHOWER WHERE THE GLAZING IS LESS I I CL. HT. 10'-0" I ACCESS I THAN 60 INCHES ABOVE THE WALKING SURFACE. - - J L _ _ _ _ _ _ _ _ J 2, HYDRO -MASSAGE (I.E. JACUZZI) -PROVIDE ACCESS TO THE MOTOR, BE SUPPLIED BY A GFCI PROTECTED DEDICATED CIRCUIT, AND BE LISTED BY A LENJI8' 10" 18 o N RECOGNIZED TESTING AGENCY (I.E. UL) ALL METAL CABLES, FITTING, PIPING, OR OTHER METAL SURFACES, WITHIN 5 FEET OF THE INSIDE WALL OF B 2 i:, _ _ rB THE HYDRO -MASSAGE TUB SHALL BE PROPERTY BONDED. HYDRY-MASSAGE TUBS SHALL BE BONDED A MIN. #8 AWG BARE COPPER WIRE AND THE A-4 O �6�0 N A-4 BONDING SHALL BE ACCESSIBLE. E. LAUNDRY: BA. 2 Oq,O T-8" 1' 4' N 3'-8" 9'-6" 1. DRYER: MINIMUM DIAMETER 4" w/ FLEXIBLE GAS CONNECTOR MAXIMUM 6 FEET AND NOT CONCEALED. DUCT SHALL BE SMOOTH METAL INSIDE AND A C. H. 10' `L FAMILY MAXIMUM 14' WITH TWO 90-DEGREE ELBOWS (SUBTRACT 2FT. FOR EACH ADDITIONAL ELBOW) SHALL TERMINATE OUTSIDE. NO SCREWS ALLOWED INTO 01 W.I.C. I CL. HT. 1 V-8" I C1 AIRFLOW. EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MINIMUM 3 FEET FROM ANY OPENING. 2. LOUVER VENT ON DOORS: PER 2016 CMC o Al N SEAT 12 w CLR LR. 9 17 - J �5 I7C�_L i - F. OUTDOOR: BEDRM. 3 0 1. LANDINGS & THRESHOLDS O N - - - CL. HT. SLOPE 18" H. � 11 10 II ao o THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE w 18" HI. S� SEAT DOOR SERVED, EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL, EXTERIOR U)- o I I CL. J o LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED % UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). OG2 T/L W/H REF o I IYI C> LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN 1 '/z INCHES LOWER THAN THE TOP OF THE N I co oI THRESHOLD. EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 1/4" INCHES BELOW THE TOP OF THE THRESHOLD 6'-6" I o U)l PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR, 10 0-I N 2% MIN. PER FT. SLOPE TO DRAIN. G. APPLIANCES: 1. ATTIC FURNACE: ti - N ih ��', �" LOCATE MINIMUM 22X30 ACCESS OPENING WITHIN 20'-0" OF FURNACE, 1 I PROVIDE MINIMUM 24" WIDE SOLID FLOORING FROM ACCESS OPENING TO FURNACE WORKING PLATFORM, 7 MINIMUM 30" DEEP WORKING PLATFORM, NOT REQUIRED IF FURNACE CAN BE SERVICED AT ACCESS OPENING, F I I PROVIDE LIGHT, SWITCH & OUTLET @ UNIT. 22 N I CL. I U) 2, TANKLESS W/H BY'RHEEM' ECOSENSE OUTDOOR MODEL #ECOH2O0XLP OR EQUAL. 9.5 GPM MAX. 11,000-199,900 BTU/H. o q l a 2 $ NOOK '� 117 IzI LO PROVIDE 120V WATERPROOF GFI RECEPTACLE LOCATED WITHIN 3 FEET FROM EACH WATER HEATER AND ACCESSIBLE TO THE WATER HEATER t 4'_0• CL. HT. 1 V-8" I oI w/ NO OBSTRUCTIONS, U) J I 0° col BEDRM. 4 - PROVIDE A 3/4 MIN, 200,00 BTU/HR MIN, GAS LINE, � U) 00 � CL. HT. SLOPE 18" H. q CONTRACTOR TO PROVIDE GAS LINE DIAGRAM & CALC PER CITY INSPECTION. UPGRADE MAIN GAS METER IF REQ. co � - 3 L I �I SL SEAT o 3. ELECTRIC FIREPLACE: 47"'REAL FLAME' MODEL MODEL CRAWFORD SLIM #8020E OR EQUAL. 4,700 BTU. PROVIDE AN OUTLET. UL# KKPT.E356873. C co o I DIW I CL. 4. AC UNIT: BY'LENNOX' XC25 MODEL #024 OR EQUAL WITH 59 dB SOUND RATING AND UP TO 26.00 SEER. KITCHEN I C1 AC CONDENSATE WASTE PIPE SHALL BE CONNECTED INDIRECTLY TO BE DRAINAGE SYSTEM THROUGH AN AIRGAP OR AIRBREAK TO A PROPERLY = CL. HT. 11'-8" 5'-6" 3'-6" 2'-8" 10'-6" 1'-6" ? STRAPPED RECEPTOR, TAILPIECE OR PLUMBING FIXTURES OR PLUMBING INSPECTOR PER CITY POLICY, THE CONDENSATE WASTE PIPE SHALL BE zh A5 50 CONNECTED TO SANITARY SEWER LINE, CV 0 4 RANGE 1 5 O,A O 9--6" - PROVIDE LEVEL CONCRETE PAD TO SUPPORT THE AC UNITS, EXTENDING MIN, 3" ABOVE ADJACENT GRADE 0 A/C MICRO. 18 ,o? OPENS KEYNOTES: G4 "13'-10 PAN UNDER- 3280 ALCOVE SEE OWNER FOR UP -GRADE APPLIANCES, BUILT-IN SHELF/CABINET AND COUNTER TOP. _ _ _ A2 ACOCOESS �19 CL. 10' 0" �6�o LIBA. 310'-0' N KITCHEN: 1. KITCHEN CABINET w/ GRANITE COUNTER TOP 1 D1 2. SINGLE SINK WTOOD DISPOSER 5' 0" I I F.A.U. @ 3 0 26" 0 �� (9 (2C6R 1LR `" 12 3. DISHWASHER v I ATTIC G1 I L O n 4. 36" GAS RANGE w/ DECORATIVE HOOD- VENT TO OUTSIDE - - - J co.I Al q 5. MICROWAVE & ESPRESSO MACHINE 2668 I I I - 21 19 10 11 - a "' 6. REFRIGERATOR / FREEZER - PLUMB FOR ICE MAKER '� w 18" H I. MTL. DR. I I CAI - - 38 7. ISLAND w/ EATING BAR GRANITE COUNTER TOP &WOOD BRACES JF16 NICHE o OP N 3880 - 8. VEGETABLE SINK w/ FOOD DISPOSER � 1 2880 3' 6" 4' 0" 9' 6° 9..VANITY BATHROOM:/ MARBLE TOP w O 10. LAVATORY I A3 24 B2 `LSO�., 11. WATER CLOSET J cn I I cL. ¢ � o� I - g23 J N _ in 12. MARBLE SLAB TUB/SHOWER w/ SEAT (PROVIDE 1 SHAMPOO NICHE) LAUNDRY E2 v ao I DINING ino 13. WHIRLPOOL TUB w/ MARBLE SLAB PLATFORM (SUNKEN @ RAISED FIRST FLOOR) B1 2 CAR GARAGE B1 18" H. LAUNDRY: CL. HT. 8' 1" I CL. HT. 10' 0" 21 I ICL. HT. SLOPE o SEAT 14. WASHER (PROVIDE METAL PAN w/ DRAIN TO OUTSIDE) j I I F.S.: 101.3 I IL w 15. DRYER (VENT TO OUTSIDE) 14 16. CABINET w/ GRANITE TOP & LAUNDRY SINK c� I I ® / Z I OTHER SPACES: q I I / ---- _ INc17. CLOSET ORGANIZER N N I I / NICHE q I 18. BUILT-IN SHELVES/CABINET o / 19. FURRED OPENING coI I / I 5-0" 'U 1' 6" I SL. `� 20. RAISED CEILING / 8'-8" FLOOR I I F.F.: 102.5 I C� ao 21. 24" HIGH GYPSUM BOARD NICHE w/ MARBLE TOP AND EDGE w/ FURRED SOFFIT ABOVE w/ J I� I I I 22. SKYLIGHT CEILING OPENING w/ GYP. BD. SHAFT (PROVIDE GLS DIFFUSER @ KITCHEN) I / SLOPE NWU I I 8'-8" LEDGE I 23. TUNNEL (TGF 021) / CEILING I I I G3 w 24. 12" CONCRETE STEPS. RISER (MAX. 7.75") & TREAD (MIN. 10") / FOl('E11R o w 25. CONCRETE SLAB & STEPS. (TILE @ ENTRY PORCH) RISER (MAX. 7.75") & TREAD (MIN. 10") / CL. H . '-8" I - / (3)1010 FIX B3 I I A5 OD I N / 20'-0" MIN. CLR. @ 11FT. HD. LIVING L- _ - - - - I CL. HT. 1 V-8" I CALGREEN MAXIMUM FIXTURE WATER USE: EQ. EQ. EQ. EQ. 0 I A5 FIXTURE TYPE FLOW -RATES SHOWER HEAD- 1.8 GMP @ 80PSI 16080 SECT. GARAGE DR -I I BATHROOM SINK- 1.2 GMP @ 60 PSI KITCHEN SINK 1.8 GMP @ 60 PSI 1' 0" 10'-6" _ �6 6016 TRNSM. o/ O° I TOILET `-1.28 GAUFLUSH M 3 6 080 DR. PAIR Z NOTE: SHOWER w/ MORE THAN ONE o POR H O 7016 TRNS / SHOWERHEAD, THE COMBINED FLOW RATE OF ALL V-6" F1 1' 6" SHOWERHEADS AND/OR OTHER SHOWER OUTLETS 'v - - CL. HT. 1 V-8" - - - 7060 6' 6" 1'-0" CONTROLLED BY A SINGLE VALVE SHALL NOT N q 25 `V EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI. GROSSINET LOT SIZE: 5,000 S.F. 21'-0" T-0" 13'-0" FLOOR AREA RATIO CALCULATION: MAX. F.A.R.: 45% (5,000) = 2,250 S.F. 41'-0" LIVING: 1,825.75 GARAGE: 422.75 PROPOSED FA.R.: 2,2248.75 S.F. (44.97%) rA BUILDING COVERAGE CALCULATION: MAX. COVERAGE: 45% (5,000) + 5%(5,000) FOR EAVE CALC. = 2,500 S.F. V LIVING & GARAGE: 2,248.75 PORCH: 41.5 EAVES OVER HANG: 208 S.F. FLOOR PLAN PROPOSED COVERAGE: 2,498.25 S.F. (49.97%) SCALE: 1 /4"=1'-0" REVISIONS BY �1 03.30.20 P.D. �2 04.04.20 P.W. DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET A=2 { CommunIM-2020-007 Development Department Plang Division — Cupertino UPERTIN4 APPROVED Case # lector/ lication Number(s) Approval Body: Staff Approva I Date/13/20 Signature Laut Ninkovich Case Manager I I I / N _ I/ '�t3a I I I I 0 I i i I 0 60 REAR ELEVATION (WEST)�z Ion z N SCALE: 1 /4"=1'-0" n� 0 50 0 0 0 0 IF- DQ 5'-0" FIRST FLOOR \--CEO SIDE SETBACK FRONT ELEVATION (EAST) RIGHT SIDE ELEVATION (NORTH) U SCALE: 1 /4"=1'-0" LEFT SIDE ELEVATION (SOUTH) CP a II U SCALE: 1/4"=1'-0" zo +I 0 0 u ............................................................ .......................................................... ........................................................... D 5-0" FIRST FLOOR SIDE SETBACK SCALE: 1 /4"= V-0" EXTERIOR MATERIALS & COLOR A. GENERAL: SEE OWNER FOR UP -GRADE WATERPROOFING SYSTEM ALL ADHERED MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS. SEE OWNER FOR UP -GRADE STONE FINISH FOR ALL COLUMN, TRIM & SILL B. ROOFING: CLASS'N FLAT CONCRETE TILE BY'BORAL ROOFING' SAXONY 900 o/ MIN. 30# FELT. ICC-ESREPORT# ESR 1647. SIZE: 1703, 9.1 PSF C. EXTERIOR WALL (BODY): 7/8" MIN. THICK, 3 COAT CEMENT PLASTER FINISH w/ PAPER BACKED WIRE MESH o/ 2-LAYERS GRADED' BUILDING PAPER. D. EXTERIOR WALL (BASE): 7/8" MIN. THICK, 3 COAT CEMENT PLASTER FINISH o/ 2x FURRED OUT WAINSCOTING w/ V GALV. METAL CHANNEL & 3x FOAM CAP. E. GARAGE DOOR: STEEL CARRIAGE SECTIONAL. SEE OWNER F. ENTRY DOOR: DECORATIVE WROUGHT IRON G. DOORS TYPICAL: 'MILGARD' VINYL. H. WINDOWS TYPICAL: 'MILGARD' VINYL. I. TRIM (a) WINDOW TYPICAL: 6" STUCCO o/ FOAM TRIM J. WINDOWS & DOORS RECESSED: 2" TYP. K. STUCCO RECESSED: 1" TYP. L. GUTTER & DOWNSPOUT: 26 GA. GALV. METAL M. HOUSE NUMBER: SHALL CONTRAST WITH THEIR BACKGROUND. STRUCTURE LESS THAN 36 FT. FROM THE STREET PROVIDE MINIMUM 4" HIGH WITH 1/2" STRIKE NOTE: COPPER METAL ROOFING, COPPER GRANULE -CONTAINING ASPHALT SHINGLES AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. (CUPERTINO MUNICIPAL CODE SECTION 9.18.210) REVISIONS BY z1 03.30.20 P.D. x O H Q W J W 0 rn Q a U LU U OZ � Z o LU W o dZD u7 w U ti � M LLJ It Q Q Q LLI Z � � W co co co CV 0 0 LU O 0 �o 2 op < 0 a co I 0 00 0 U o0 z � U Q Q O Q LU z z m 0 rn 0 DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET A=3 CUPERTINc Case # Appro� Appro,v Signah REVISIONS BY 01 03.30.20 P.D. MrA Z a J IL LL 0 0 19 Z 0 P 0 W N 0 Cs� aU U Oz C? w w o 0Lo a w U ti � M LU �a w z� a w U) 00 00 CV C) CLLJ o G ~ O cy) Lo 2 � U O rn � 00(D U o0 z Lu � Q U) O Q Lu z z m M O O) O DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET A=4 CUPERTINC Case # ApproN ApproN Signatt VENTING BLK'S @ EVERY Communi De cOeipRa ma pa rtment 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 Plan g Division — Cupertino APPROVED FURNACE DISCONNECT AND ELECTRICAL 5/8" GYP. BOARD PLYWOOD FLOOR SHEATHING PER STRUCT'L. M-2�2�-� 7 OUTLET (SEC. 306.2 AND 908.0 UMC) 5/8" GYP. BOARD v 0 LIGHT OVER CONTROLS 7/8" MIN. THICK, 3 COAT CEMENT plicati I�u r �D w LU 7/8" MIN. THICK, 3 COAT CEMENT z = z PLASTER FINISH w/ PAPER BACKED (a I Body: ector /Staff ACCESS OPENING NOT LESS THAN ;r• PLASTER FINISH w/ PAPER BACKED z WIRE MESH o/ 2-LAYERS GRADED' TOP PLATE 30"x22" OR SMALLER THAN THE BUILDING PAPER. WIRE MESH o/ 2-LAYERS GRADED' fa I Date 7�1 �b o Q LARGEST PIECE OF EQUIPMENT. BUILDING PAPER. co 2x6 are Lau1'n Ninkovich LIGHT SWITC 2x FLOOR JOISTS PER STRUCT'L. _ Case Manager 2X4 STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 ATTIC 5/8" GYP. BD. 2x4 26 GA. GALV. CONT. WEEPSCREED 4" MIN. CLR. ABOVE GRADE OR 2" w 6" STAIN GRADE BASE BOARD. PLATE WHERE OCCURS MFURNACE ABOVE PAVED AREA. CONT. 1/4" CAULKING ALL JOINT O° z 3/4" PLYWOOD NAPILEDTOFIRAMING FINISH GRADE WITH 8d NAILS 6 A5-HARDWOOD FLOORING PER - @"/12" WITH OR v = OWNERS SELECTION M OVER HANG. SEE EQUAL AT EACH CORNER OF NEW UNIT w w _III=III= I I=III-I z_ ROOF PLAN NOTES z = -III—III—III—III o • UNOBSTRUCTED PASSAGEWAY WHICH: z g N 1. NOT LESS THAN 20" HIGH AND 30" WIDE o a \ VINYL WINDOW FRAME -I I I=I I I=III o = _ _ 2. NOT MORE MORE THAN 20 FEET LENGTH M -III—III=I I I=III—III—III-IIII Li 3. CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE. EXTERIOR FOOTING PER STRUCT'L. _III= —III—III—III-I 4. A LEVEL SERVICE SPACE AT LEASE 30" DEEP AND 30" WIDE I I -III —III -I 1I- 7/8" MIN. THICK, 3 COAT CEMENT PLASTER LOCATED AT THE FRONT OR SERVICE SIDE OF THE EQUIPMENT. I ° III=III—I I FINISH w/ PAPER BACKED WIRE MESH o/ _ _ 2-LAYERS GRADED' BUILDING PAPER. 2013 CMC CHAPTER 9 GYP. BOARD, TAPE, I I 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 TEXT &PAINT 5 EXTERIOR DOOR &WINDOW RECESSED 1 EXTERIOR FOOTING 17RAKE 13ATTIC FURNACE 9 WOOD FINISH NOTE: CEMENT, FIBER -CEMENT OR GLASS MAT 2x WD STUDS 16" O.C. w/ INSUL. 2x CEILING JOIST w/ INSUL. PER TITLE 24 GYPSUM BACKERS SHALL BE USED AS A BASE FOR @ PLYWOOD FLOOR SHEATHING PER STRUCT'L. ROOFING: SEE ROOF PLAN WALL AND CEILING PANELS IN SHOWER AND PER TITLE 24 CLASS'A' FLAT CONCRETE TILE BATHTUB COMPARTMENTS AND SHALL BE EXTERIOR DOOR INSTALLED PER MANUFACTURER'S 5/8" GYP. BOARD THRESHOLD &SILL RECOMMENDATIONS. CRC R702.4.2 SKYLIGHT BY 'VELUX' TESTED & VENTING BLK'S @ EVERY OTHER RAFTER BAY. 7/8" MIN. THICK, 3 COAT CEMENT 2X P.T. BOARD LABELED w/ AAMA/WDMA/CSA 101/I.S.2/A440 SEE ROOF PLAN PLASTER FINISH w/ PAPER BACKED FOR SIZE WIRE MESH o/ 2-LAYERS GRADE'D' PAVER PER OWNERS SELECTION '*�_­ 9 HANGER @ T-0" O.C. MAX. GREEN WALL BD. /', BUILDING PAPER. RIVET TO TOP OF BEAD. SEE FLOOR PLAN LANDINGS CERAMIC TILE ON BOND COAT OVER 3/4" \ 4x HEADER BM. PER STRUCT'L. DOWNSPOUT STRAINER DBL. TOP PLATE MORTAR BED w/METAL LATH ON `` &THRESHOLDS NOTE MEMBRANE. DBL. 2x PER ATTIC a a EAVE TRIM TILE ON BOND COAT OVER 7/8" MORTAR TRIM WHERE OCCURS LU STRUCT'L 2x RDWD. FASCIA � 1/2" GYP. BD. WHERE OCCURS BED w/REINFORCING ON MEMBRANE. — — a @ CONTINUOUS SOFFIT VENT ( MAX 7/8" MORTAR BAS I III SKYLIGHT WELL PLYWOOD BOARD SHEATHING - I —III —I J ATTIC 7/8" MIN. THICK, 3 COAT CEMENT 1/2" EXPANSION JOINT _I —I _ J it GLASS DIFFUSER PLASTER FINISH w/ PAPER BACKED _ z & CROWN MOULD WIRE MESH o/2 LAYERS GRADED' EXTEND GSM FLASHING @ FACE OF —III=I FINISH TRIM EXPOSED WOOD MEMBERS LAP OVERCD I-III=I WHERE OCCUR BUILDING PAPER. CONC. FOOTING IN 1/2" MIN. I=III ° N _ 26 GA. GALV. DOWNSPOUT w/ G.I. 26 GA. GALV. FLASHING, PAINT. III -I ° I —III —III —III —III= STRAPS PRIMED & PAINTED. —III I I I -III —III —III —I DBL. 2x PER STRUCT'L SEALANT (TYP.) w/ BLOCKING BEYOND EXTERIOR FOOTING PER STRUCT'L. I I=III=III-I I I 2x PER STRUCT'L w/ INSUL. PER TITLE 24 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 %" GYP. BOARD, TAPE, EXTERIOR INTERIOR ° III —III -I TEXT & PAINT I I I I I I I I I I I I 111 SKYLIGHT 14EAVE 10 CERAMIC TILE FINISH 6 EXTERIOR DOOR HEADER 2 THRESHOLD 11/2" SHEATHING 5/8" GYP. BOARD, TAPE, TEXT & PAINT 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 (2) LAYERS WRB CO IN FOOT VENT 45° LATH 7/8" MIN. THICK, 3 COAT CEMENT MORTAR SCRATCH COAT CLASS'A' FLAT CONCRETE TILE 1 1/2"PLASTER FINISH w/ PAPER BACKED MORTAR SETTING BED 36" MIN. UNDERLAYMENT OF 1 LAYER OF WIRE MESH o/ 2-LAYERS GRADED' NO.72 ASTM CAP SHEET RUNNING FULL 211 BUILDING PAPER. o ADHERED MANUFACTURED LENGTH OF THE VALLEY STONE VENEER 12" MIN. 26 GA. GAL. 4X HEADER BM. PER STRUCT'L. ( ) MORTAR JOINT WHERE USED VALLEY FLASHING \ 2CO „ TRIM WHERE OCCURS FLOOR FRAMING 2016 CPC SECTION 909.0 ISLAND SINK VENTING. TRAPS FOR ISLAND SINKS AND SIMILAR EQUIPMENT SHALL BE ROUGHED IN ABOVE THE FLOOR AND SHALL BE LAP WRB OVER PERMITTED TO BE VENTED BY EXTENDING THE VENT AS HIGH AS POSSIBLE, BUT NOT LESS THAN THE DRAIN WEEP SCREED FLANGE BOARD HEIGHT AND THEN RETURNING IT DOWNWARD AND CONNECTING IT TO THE HORIZONTAL SINK DRAIN FOUNDATION WEEP SCREED IMMEDIATELY DOWNSTREAM FROM THE VERTICAL SINK FIXTURE DRAIN, FINISH TRIM THE RETURN VENT SHALL BE CONNECTED TO THE HORIZONTAL DRAIN THROUGH A WYE-BRANCH FITTING AND rR EXTEND ADHERED MANUFACTURED PLYWOOD ROOF SHALL, IN ADDITION, BE PROVIDED WITH A FOOT VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF % STONE VENEER MIN. 1 IN. (25 mm) A WYE BRANCH IMMEDIATELY BELOW THE FLOOR AND EXTENDING TO THE NEAREST PARTITION AND THEN CONT. 1/4" CAULKING ALL JOINTS BELOW TOP OF FOUNDATION SHEATHING PER STRUCT'L. THROUGH THE ROOF TO THE OPEN AIR, OR SHALL BE PERMITTED TO BE CONNECTED TO OTHER VENTS AT A POINT NOT LESS THAN 6 INCHES ABOVE THE FLOORLEVEL RIM OF THE FIXTURES SERVED. 2 IN. (51 MM) AT PAVING 2x RAFTER PER STRUCT'L DRAINAGE FITTINGS SHALL BE USED ON THE VENT BELOW THE FLOOR LEVEL, AND A SLOPE OF NOT LESS VINYL WINDOW FRAME ° 4 IN. (102 MM) AT GRADE THAN /4 INCH PER FOOT BACK TO THE DRAIN SHALL BE MAINTAINED. THE RETURN BEND USED UNDER THE DRAIN BOARD SHALL BE A ONE-PIECE FITTING OR AN ASSEMBLY OF A 45 SLOPE GRADE DEGREE, A 90 DEGREE, AND A 45-DEGREE ELBOW IN THE ORDER NAMED, p 2% MIN. --► PIPE SIZING SHALL BE AS ELSEWHERE REQUIRED IN THIS CODE. 2x VALLEY PER STRUCT'L THE ISLAND SINK DRAIN, UPSTREAM OF THE RETURNED VENT, SHALL SERVE NO OTHER FIXTURES, 1 AN ACCESSIBLE CLEANOUT SHALL BE INSTALLED IN THE VERTICAL PORTION OF THE FOOT VENT, 19 15 OPEN VALLEY FLASHING 11 ISLAND SINK VENTING 7 WINDOW HEADER 3 CULTURED STONE VENEER DANGER: DO NOT INSTALL THIS WATER 18.5 TYP. FLASHING OF EXTERIOR WALL OPENINGS HEATER INDOORS OR IN AN ENCLOSURE. INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURES SUCH AS WINDOWS, DOORS, AND VENTS TO MAKE THEM VINYL WINDOW FRAME WATERPROOF. FLASHING MATERIAL SHALL PROVIDE A FOUR HOUR MINIMUM PROTECTION FROM WATER PENETRATION ° g ° TYPICAL OUTDOOR WATER HEATER ONLY WHEN TESTED IN ACCORDANCE WITH ASSTM D-779. SEALANT SHALL COMPLY TO F.S. TT-S-1657. IN HIGH WIND AREAS W. o 0 (NO VENTING REQUIRED). SEE R. GRACE ICE & WATER SHIELD SHALL BE USED, OVER SOLID BACKING. FLASHING MATERIAL AT LEAST 9" WIDE SHALL BE MANUFACTURER FOR ADDITIONAL APPLIED IN A WEATHERBOARD FASHION, BEGINNING WITH THE SILL WITH A STRIP LONG ENOUGH TO PROTECT BEYOND CLASS'A' FLAT INSTALLATION INFO. THE JAMB FLASHING TO BE APPLIED. THE TWO JAMB FLASHING ARE THEN APPLIED, WITH SUFFICIENT LENGTH TO CONCRETE TILE EXTEND BEYOND THE SILL FLASHING, AND WITH THE SAME DISTANCE AT THE TOP. FOR FIXTURES WITHOUT NAIL ON FLUE TERMINAL 0 FLANGES THE FLASHING SHALL BE 12" MINIMUM WIDTH AND EXTEND INTO THE ROUGH FRAME AT THE SILL AND JAMB. FOR NAIL ON FLANGE FIXTURES INSTALL BY PRESSING FLANGE POSITIVELY INTO A CONTINUOUS BEAD OF SEALANT 1/2" PLYWD. _ REMOTE CONTROL WHICH EXTENDS AROUND THIS BOTTOM AND SIDES OF THE FIXTURE. APPLY THE TOP HORIZONTAL FLASHING LAST, HARD -WIRE WITH SUFFICIENT LENGTH TO EXTEND BEYOND THE JAMB FLASHING. OVERLAP AND SEAL AGAINST THE TOP NAILING PLYWD. MIN. N w/ POWER SWITCH FLANGE OR G.S.M. HEAD FLASHING WITH A CONTINUOUS BEAD OF SEALANT. APPLY REMAINING WALL SHEATHING PAPER UNDERLAYMENT \ 1 1" FOR FOR AI AIR SPACE --- IN A WEATHERBOARD FASHION WITH THE SILL FLASHING LAPPING OVER THE TOP AND THE HEAD AND JAMB FLASHING / POWER SUPPLY TRIM WHERE OCCURS FINISH TRIM BELOW. CORD _____ AIR INLET MANUAL GAS _ SUPPLY LINEL LINTEL FLASHING @ HD. OVERLAPS FLASHING UNDER TO HOT WATER SHUT-OFF VALVE JAMB BUILDING PAPER FAUCET (S) / o WATER FILTER 7/411 RAIAI TUI!'I! 4 MAT!'CRACAIT a I ------------IL 1--------- / IIV IV IIIV. 1111 V I\, V VVn1 VLI I LIV 1 MANUAL GAS PLASTER FINISH w/ PAPER BACKED i / i i JAMB FLAHG. I 1 RIDGE SEE STRUCT. CONDENSATE PIPE ` ROUGH IN I / 1 ,n SHUT-OFF VALVE -LAYERS GRADD'WIRE MESH o/ 2OPENING UNION BUILDING PAPER. Ii i II II WOW FRAME JCRVIVC V/-\LVC bld"UYF. bUAKU, IAFL, ILAI & FAIN 1 II F--- II �r---ter-- nl In li n 2X RAFTERS @ 24" O.C. DRAIN VALVE TO SUITABLE DRAIN 2x WD STUDS @ 16" O.C. w/ INSUL. PER TITLE 24 I I I I I I I I RELIEF VALVE SEDIMENT TRAP SILL FLASHING SILL FLASHING FLASHING o/ CAP STEP #1 STEP #2 BUILDING PAPER STEP #3 TO SUITABLE DRAIN 7 COLD WATER SUPPLY SHUT-OFF VALVE 20 16HIP / RIDGE 12 OUTDOOR TANKLESS WATER HEATER 8 WINDOW SILL 4 TYP. FLASHING REVISIONS BY J a W 0 to rn a Q U U Oz � � C? LU w o 0 0- r- LU U ~ � M LLJ It LU w z� a w U) 7 00 ao CIA 0 W O O M LO 2 ao O T UI O rn 00(D Z) U o0 Z LL `� Q O� 0 >Q LU Z Z m M O O) DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE JANUARY 2020 SCALE AS SHOWN JOB 0120 SHEET A=5 Case # Appro-,. Approx. SignatL