RM-2017-37 approved plan.pdfS89°37'00"W 107.00'R1S89°37'00"W 107.00'R1N0°23'01"W 60.00' R1N0°23'00"W 60.00' R130.00'S0°23'00"E 1101.63'R2SITE PLAN LEGEND:(N) 6' HIGH FENCE W/ GATEICBO# ESR-3177 30"x48" SKYLIGHTDRAINAGE DIRECTIONMIN SLOPE 2% (IMPERVIOUS) AND 5% (LANDSCAPE) AWAY FROM BUILIDNGOHAGIN VENT, (TYP. OF 8)P.U.E EASEMENTW.C.E EASEMENT(E)WATER METERGAS METER (N)CLEAN OUT TO BE ADDED, LESS THAN 5' BEHIND THE PROPERTY LINEAPPROXIMATE UPGRADED SEWER LINE, FIELD VERIFIED BY GCNORTH
ELEC METER TO BE 200 AMPSPROPOSED REAR YARDPROPOSED WALKWAY (62SF)20' - 0"FRONT YARD IMPERVIOUS AREA CALCULATION:Total front yard area: 61.12x(23.3+27.1)/2 - 57(porch)=1471 SFImpervious area: 419 (driveway) + 58 (Walkway)= 477 SF477/1471 = 32.4% < 40%PROPOSED FRONT YARDSWALESWALED.S.D.S.Contractor shall protect existing tree and tree roots from any damage. Tree protection shall be installed per City Standard Detail 6-4.Remove and replace or grind broken and/oruplifted sidewalk, driveway and curb and gutter as directed by the Public Works Inspector.CUT AND FILL / OFFHAUL ESTIMATE:(2,450-868)x1.5x0.037037 = 88.68 CUBIC YARDPROPERTY LINEPROPERTY LINEREAR SETBACK24' - 9"REAR SETBACK17' - 9"(E)SSSETBACK8' - 0"SETBACK7' - 0"APPROXIMATE UPGRADED WATER LINE, FIELD VERIFIED BY GC26' - 8 1/2"D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.(N) DRIVEWAY AND GUTTERSTERN AVE.21' - 0"68' - 3"22' - 2 1/2"60' - 0"15' - 4"7' - 0"18' - 3 1/2"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"CRICKETCRICKETSOLAR TUBE, (TYP. OF 5)10".10".1'-6".1'-6".1'-6".1'-6".1'-6".1'-6".BUILDING BOUNDARYBUILDING BOUNDARYPROPERTY LINECRICKETEXISTING 6' H FENCE TO REMAINROOF OVERHANG SETBACK18' - 7 1/2"EXISTING 6' H FENCE TO REMAINSETBACK5' - 0"P.U.E EASEMENT5' - 0"4' - 0"11' - 9"(N) 6' HIGH FENCE GATE8' - 0"NO FENCE WITHIN THE FRONT YARD SETBACK12" AMERICAN ELM TO REMAIN6" EVERGREEN PEAR TO REMAIN6" EVERGREEN PEAR TO REMAINEXISTING CONCRETE DECK TO REMAINEXISTING TURF AREA TO REMAINKEY PROJECT SCALETITLE2014DATEDESCRIPTIONNO(OWNER)NREN. 6/30/15NO. C34281LTATS EECITRNAOCFILOFAIENIYADESUTISHCRCArchitect: Yin Suyinsu2002@gmail.comPLANNING 10/11/2017Yuan GuoAddress:10128 STERN AVE, CUPERTINO, CA 95014Email:Guoyuansg@gmail.comPERMIT SUBMITTAL 12/20/2017 1/8" = 1'-0"A0.0SITE PLANProject NumberDRAWING INDEXPROPERTY:APN:OWNER:LOT SIZE:LOT ZONING:TYPE OF CONSTRUCTION:OCCUPANCY:10128 STERN AVE,CUPERTINO, CA95014375-12-009 YUAN GUO6,420 SFR-1-5TYPE V-B, FULL SPRINKLEREDR-3 & UAPPLICABLE CODES2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA ELECTRIC CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE (PART 6 OF TITLE 24)2016 CALIFORNIA FIRE CODE (PART 9 OF TITLE 24)SYMBOLS 1KEYED NOTES SEE DESCRIPTIONLIST ON SAME SHEETDASHED ARROW INDICATES TRUE NORTHFILLED LINE INDICATES PLAN NORTHNORTH ARROWKEYNOTESHEET WHERE SECTION IS DRAWN. SAME DISCIPLINESECTION NUMBERDRAWING REVISIONSEE DESCRIPTION BLOCKON SAME SHEET FOR DATE& DESCRIPTIONDELTA DETAIL NUMBERGRID LINE NUMBER OR LETTERSECTIONDETAILGRID LINESHEET WHERE DETAIL IS DRAWN. SAME DISCIPLINE11ANORTHA-3011A0.0SITE PLANA0.1PROPOSED FLOOR PLANA0.2BUILDING ELEVATIONSA0.3PROPOSED ELEC. PLAN / FLOOR AREA DIAGRAMA0.4BUILDING SECTIONSA0.5DETAILSA0.6CALGREENA0.7FLASHING DETAILS IA0.8FLASHING DETAILS IIEN0TITLE24EN1TITLE24BMPCUPERTINO BEST MANAGEMENT PLANS0STRUCTURAL GENERAL NOTES1FOUNDATION PLANS2FOUNDATION DETAILSS3CEILING FRAMING PLANSS4ROOF FRAMING PLANSS5FRAMING DETAILSS6FRAMING DETAILSA-5011PROJECT INFORMATIONVICINITY MAPLand Use Designation: Low Density Residential 1-5 (DU/ac). EXISTING LIVING AREA: 868 SF.EXISTING GARAGE AREA: 230 SF.PROPOSED TOTAL LIVING AREA: 2,432 SF.PROPOSED GARAGE AREA: 468 SF.PROPOSED F.A.R: 2,900 SF/6,420 SF=45%.PROPOSED LOT COVERAGE: (2,900+270 (eave&porch)) SF/6,420 SF=49%.SITEGENERAL NOTESIT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORKTHESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND / OR MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE.. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATENO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES.THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER.ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED TO: UNIFORM BUILDING CODE (UBC), UNIFORM MECHANICAL CODE (UMC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL PLUMBING CODE (NPC), AND ALL APPLICABLE LOCAL CODES AND LEGISLATION.THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK.ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT.ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE PLACED. 1/8" = 1'-0"1PROPOSED SITE/ROOF PLANFRONT YARD AREA: 21x60=1,260 SFIMPERVIOUS AREA IN FRONT YARD AREA: 482(21x20+62)SF < 504 (40%*1,260) SFREAR YARD AREA: 1,256SF > 60'x20'=1,200 SFNOTE:1. PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS FROM ALL PARTS OF THE ROOF.2. D.S. INDICATES 2'x3" 26 GA. G.I. DOWNSPOUTS LOCATED AS SHOWN. 3. PROVIDES 5" - 26 GA. G.I. OGEE GUTTER OVER 2x8 SPRUCE FASCIA BLARD - TYP.4. ROOF PITCH TO BE 4:12 AS NOTED5. ROOF MATERIAL TO BE CLASS A TILE ROOF OVER 30# FELT -TYP.6. PROVIDE NECESSARY FLASHING AT ALL ROOF AND WALL CONNECTIONS AS REQUIRED.7. PROVIDE 3/4" THICK T&G PLANKS @ ROOF OVERHANG AREA.2016 CALIFORNIA RESIDENTIAL CODENEW CONSTRUCTUION OF SINGLE STORY HOME WITH TOTAL 2,432 SF LIVING AREA AND 468 SF GARAGE. REPLACE 4" SEWER LINE AND INSTALL CLEAN OUT. REPLACE (E) WATER LINE. ADD FIRE SPRINKLER.PROJECT SCOPE:ELEVATIONA-0.31SHEET WHERE ELEVATION IS DRAWN. SAME DISCIPLINEELEVATION NUMBERCUPERTINO MUNICIPAL CODEPublic Works’ notes:1) Approval of these plans does not release the Owner and/or Contractor of the responsibility for the corrections of mistakes, errors, or omissions contained therein. If during the course of constructing improvements, public interest requires a modification of/or a departure from the City of Cupertino specification or these improvement plans, the City Engineer shall have the authority to require such modification or departure and to specify the manner in which the same is to be completed, at the sole expense of the Owner and/or Contractor.2) Contact Public Works, (408) 777-3104, for inspection of grading, storm drainage, and public improvements.3) All public improvements must be completed prior to occupancy.4) Contractor is responsible for dust control and ensuring the area adjacent to the work is left in a clean condition.5) Contractor shall review City Detail 6-4 on tree protection prior to accomplishing any work or removing any trees.6) Utilize Best Management Practices (BMP's), as required by the State Water Resources Control Board, for ANY activity, whichdisturbs the soil.7) A work schedule of grading and Erosion & Sediment Control Plan shall be provided to the City Engineer by August 15. No hillside grading shall be performed between October 1 and April 15.8) To initiate release of bonds, contact the Public Works Inspector for Final Inspection.9) All downspouts to be released to the ground surface, directed away from building foundations and directed to landscaped areas.10) 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.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 Jo Anne Johnson at (408) 777-3245 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).2016 CALIFORNIA GREEN BUILDING CODE
DWA0.21A0.23A0.24GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MIN. 1/2 - INCH GYPSUM NOARD APPLIED TO GARAGE SIDE, FULL HEIGHT FROM THE UNDERSIDE OF THE ROOF SHEATHING PER CRC R302.6. (N) WHA0.22LIVING ROOM30"x48" SKYLIGHT22"x30" ATTIC ACCESSFAU IN ATTICATTIC FAU: PROVIDE GAS STUB 110V OUTLET & LIGHT FIXTURE AT ATTIC ACCESSDOOR TO BE 1-3/8 INCH SOLID CORE SELF-CLOSING, OR 20 MIN RATED SELF-CLOSING30"x48" SKYLIGHTLAUNDRYDISH WASHER DIM VERIFY W/ MANUF.36" RANGE W/HOOD , VERIFY DIM W/ MANUF.NUMBER OF STEP FROM HOME TO GARAGE, PORCH & PATIO MAY VARY DUE TO SITE CONDUCTION2% SLOPENOTE: GARAGE FLOOR SURFACES SHALL BE AN APPROVED NONCOMBUSTIBLE MATERIAL, AND TH AREA USED TO PARK VEHICLES SHALL BE SLOPED TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. DEDICATED 240V OUTLET FOR ELECTRIC VEHICLE CHARGINGGFCIGFCIKITCHENFORMAL DININGGARAGEFOYERGUEST ROOM1' - 0"13' - 9 1/2" 12' - 8" 18' - 3 1/2"5' - 0 1/2" 8' - 2" 5' - 1"20' - 0" 10' - 4" 11' - 10 1/2" 5' - 4" 4' - 5 1/2" 15' - 6"3' - 11" 3' - 11"1' - 6"2' - 0 1/2"1' - 6"10' - 5"2' - 8 1/2"13' - 0 1/2"2' - 0"5' - 2"6' - 1 1/2"3' - 8" 1' - 10 1/2"5' - 4" 5' - 0"5' - 10 1/2" 6' - 0"2' - 8" 2' - 8"3' - 0" 9' - 0" 3' - 6"7' - 2 1/2" 6' - 7" 6' - 1 1/2" 6' - 7"2' - 0" 8' - 6" 1' - 10" 5' - 0 1/2" 2' - 10" 5' - 10" 12' - 8" 13' - 3" 5' - 5"7' - 10"37' - 2"6' - 0"12' - 4"2' - 6"59' - 10"44' - 9"68' - 0"BEDROOMMASTERBEDROOMBEDROOMWALK IN CLOSET3' - 2"NO RTH 11'-0"10'-0"11'-0"10'-6"10'-0"1' - 0"16070 GARAGEDOOR6060 SL 6060 SL6090 ENTRY28806060 SL6080 SGD6060 SL6060 SL2660 SH2660 SH24803080 SC4050 SL2480248024805050 SL28808080 GSD28802080 BI248024802080 POCKET28804080SL3040 SH6080 FR2056 CS2056 CS4056 CS2056 CS2056 CS4056 CS2660 SH2660 SHTRAVERTINE LANDING OR EQUALMAx 2% SLOPE10'-8"10'-0"1' - 1"1' - 7"9' - 6"3' - 2"CONC. LANDINGCONC. LANDING1' - 0"1' - 0"BATHBATHBATHBATH3' - 0" 3' - 8"3' - 0"3' - 4"12' - 5 1/2"2' - 6 1/2"2' - 0"8' - 4"3' - 10"1' - 6"4' - 4" 3' - 0" 2' - 7 1/2" 4' - 6" 3' - 4 1/2"3' - 9"3' - 6 1/2"2' - 6 1/2"7' - 10 1/2"3' - 0 1/2"2' - 8"4' - 9"5' - 1"2' - 8"2' - 8"2' - 9"8' - 5"6' - 5 1/2" 2' - 0"1' - 11" 4' - 0 1/2"2' - 2"2' - 4" 3' - 8 1/2" 7' - 0"13' - 0 1/2"5' - 1" 2' - 8" 5' - 1"3' - 8" 5' - 3"3' - 9 1/2"8' - 11" 4' - 5"4' - 1"2' - 8"3' - 0"3' - 0"3' - 0"16' - 7"11' - 9"3' - 0"4' - 0"8' - 0"8' - 1"2' - 6"2' - 6"2' - 6"2' - 6"7' - 0"2' - 6"3' - 1"3' - 6 1/2"3' - 0"3' - 0"1' - 3"2' - 0"1' - 2 1/2"2' - 3"4' - 0"1A0.42A0.4COSSSSSCOS20' - 0"2x4 or 2x6 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON BOTH SIDES USE W/R GREEN GYP. BD. @ WET WALLS (1/2" CDX PLYWOOD O/STUD @ SHEAR WALLS). ADD SOUND BATT INSULATION.2x4 OR 2x6 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. INTERIOR SIDE 7/8" CEMENT PLASTER OVER PAPER BACKED LATH OR WOOD SIDING OVER 15# BLDG. PAPER (PAINTED)OVER 1/2" CDX PLYWOOD. (SEE ELEVATIONS FOR EXTERIOR FINISH)WALL LEGEND:FLOOR PLAN NOTES:FLOOR PLAN GENERAL NOTESGARAGE NOTES1. GARAGE SEPARATION SHALL BE PER C.R.C. R302.6, AS FOLLOWS:A. THE PRIVATE GARAGE SHALL BE SEPARATED FROM R-2 & R-3 OCCUPANCY DWELLING UNITS AND ITS ATTIC AREA BY A MINIMUM OF 1/2-INCH GYPSUMBOARD APPLIED TO THE GARAGE SIDE.B. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY A MINIMUM OF 5/8-INCH TYPE X GYPSUM BOARDOR EQUIVALENT.C. GARAGE TO DWELLING UNIT DOOR SHALL BE A SOLID WOOD DOOR, A MINIMUM OF 1 3/8" THICK AND SHALL BE SELF-CLOSING AND SELF-LATCHING.D. DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE SEPARATION WALLS OR CEILINGS, SHALL BE 0.019-INCH SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.2. WATER HEATERA. PROVIDE COMBUSTION AIR FOR WATER HEATER PER C.P.C. SECTION 507.B. PROVIDE 18" HIGH WOOD FRAMED PLATFORM & SEISMIC BRACING FOR WTER HEATER, PER C.P.C. SECTION 508.2. SEE SHEET .G1& 20/AD.4 FOR INSTALLATION.C. PROVIDE COMBINATION TEMPERATURE & PRESSURE RELIEF VALVE & A DRAIN OF GALVANIZED STEEL OR HARD-DRAWN COPPER TO THE OUTSIDE OF THEBLDG. W/ END OF PIPE NOT MORE THAN 2' OR LESS THAN 6" ABOVE GRADE, POINTING DOWNWARD, TERMINAL END BEING UNTHREADED AS PER C.P.C.SECTION 608.3 & 608.5D. PROVIDE PIPE BOLLARD PER PLAN PER C.M.C. SECTION 307.1. - S.S.D.STAIR NOTESI. RISER = 7.33"TREAD = 10"2. HANDRAIL AT WALL @ +36" ABOVE TREAD NOSING PERC.B.C. 1009.12 & C.R.C. R311.7.7, SEE 3/A8.3.3. HANDRAIL/GUARD AT OPEN SIDE @ +36" ABOVE TREADN0SING OR A.F.F. @ INTERMEDIATE LANDING ONLY.4. ALL WALLS AND SOFFITS OF ENCLOSED USABLESPACE UNDER INTERIOR STAIRWAYS SHALL BEPROTECTED ON THE ENCLOSED SIDE WITH A MINIMUMOF 1/2” GYPSUM BOARD PER C.RC. R302.7GLAZING NOTES3050 FX - OPERATIONHEIGHT (FT'-IN”) l.e.5’-0” WIDTH (FT'-IN") I.e. 3'-0”OPERATION ABBREVIATIONSFX = FIXED CS = CASEMENTSH = SINGLE HUNG AW= AWNINGSL = SLIDER HP = HOPPERDH =DOUBLE HUNG XOX = XOX SLIDERI. ALL GLAZIN6 IS DUAL PANE INSULATING GLASS, MAX U-VALUE IS 0.3 PER TITLE 24 .2. WINDOW MARKED WITH A E SHALL BE VERIFIED TOMEET EGRESS BY THE MANUFACTURER9. GLAZING MARKED WITH A T SHALL BE 3/16” THICKTEMPERED SAFETY GLASS4. HEADER HEIGHT:1st FLOOR = 8’-0” U.O.N.2nd FLOOR = 8'-0" U.O.N.DOOR NOTES3080 SC - OPERATION OR TYPEHEIGHT (FT'-IN”) l.e.8’-0” WIDTH (FT'-IN") I.e. 3'-0”OPERATION OR TYPE ABBREVIATIONSSC= SOLID CORE HM = HOLLOW METALFR = FRENCH PR = PAIRPKT = POGKET SGD = SLIDING GLASS DOORI. ALL DOORS ARE HOLLOW CORE, U.O.N.2. DOOR SIZE INDICATED IS THE ROUGH OPENING-VERIFY ROUGH OPENING-REQUIREMENTS W/ DOOR MFR.3. DOORS THAT APPEAR TO BE CENTERED ARE INTENDED TO BE CENTERED, U.O.N. .4. MINIMUM DOOR JAMB IS 4” FROM ADJACENT ROUGH FRAMING TO ROUGH OPENING, U.O.N.5. WHEN DOORS ARE LOCATED, THEY ARE LOCATED FROM THE ADJACENT ROUGH FRAMING TO THE CENTERLINE OF THE ROUGH OPENING, U.O.N.6. ALL DOOR GLAZING IS DUAL PANE INSULATING GLASS.7. DOORS MARKED WITH A T SHALL HAVE 3/16" THICK TEMPERED SAFETY GLASS.NOTE: ALL BUILDING WATER SUPPLY SYSTEM IN WHICH QUICK-ACTING VALVES ARE INSTALLED SHALL BE PROVIDED WITH DEVICES TO ABSORD HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVE. SHOWER AND TUB/ SHOWER COMBINATION IN ALL BUILDINGS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.THE MAXIMUM HOT WATER TEMP DISCHARGING FROM THE BATHTUB AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEG F.PROVIDE ULTRA- LOW FLUSH TOILET (1.28 GALLONS/FLUSH) AT ALL NEW BATHROOMSKEY PROJECT SCALETITLE2014DATEDESCRIPTIONNOAS SHOWN(OWNER)NREN. 6/30/15NO. C34281LTATS EECITRNAOCFILOFAIENIYADESUTISHCRCArchitect: Yin Suyinsu2002@gmail.comPLANNING 10/11/2017Yuan GuoAddress:10128 STERN AVE, CUPERTINO, CA 95014Email:Guoyuansg@gmail.comA0.1PROPOSED FLOOR PLANProject Number 1/4" = 1'-0"1PROPOSED FLOOR PLANNOTE:*PROVIDE W/R GREEN GYP.BD @ AROUND SHOWER, TUBS PER SEC.2512 UBC.*ALL BATHROOM LIGHTS SHALL BE FLUORECENT LIGHTS.*ALL SHOWER OR TUB GLASS DOOR SHALL BE TEMPERED GLASS.*PROVIDE A MIN. 5 SQ.FT. MECHANICAL VENTILATING SYSTEM FOR BATH, AND ROOM OF SIMILAR NATURE.*SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES (6FT) PER CRC R307.2.*PROVIDE SOUND BATT INSULATION BETWEEN ALL BEDROOMS AND BATHS.*PROVIDE 12" MINIMUM CLEARANCE IN FRONT OF 2" OR LESS UNDER-FLOOR CLEANOUT PIPING AND 13" IF MORE THAN 2" DIAMETER PIPE.J*NO UNDER-FLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 FEET FROM CRAWL HOLE ACCESS PANEL.(CPC 707.10)*OUTDOOR A/C SUCTION LINE INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FHOM U/V DETERIORATION OR PHYSICAL DAMAGE. *THE “F.A.U.” WHICH LOCATED IN THE ATTIC NEED TO BE WITHIN 20' FROM THE ACCESS AND HAS A CONTINUOUS SOLID WALKWAY AT 24" WIDE. PROVIDE A SWITCH-CONTROLLED LIGHT PER CMC 908.0,*ENVIRONMENTAL AIR DUCTS SUCH AS VENTILATION FOR HUMAN USAGE, KITCHEN RANGE EXHAUST. BATHROOM EXHAUST, AND CLOTHES DRYER EXHAUST SHALL BE EQUIPPED WITH BACK-DRAFT DAMPER PER CMC 504.1.*A DEDICATED 20-AMP CIRCUIT SHALL BE PROVIDED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES LIGHT/FAN PER CEC210.11(C)(3).*LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES ARE LAGELED 'SUITABLE_ FOR DAMP LOCATIONS" PER CEC 410-4(a).*ALL RECESSED LIGHT FIXTURES SHALL BF IC RATED OR FIXTURES NOT IDENTIFIED FOR CONTACT WI INSULATION SHALL HAVE ALL RECESS PARTS SPACED AT FAST 1/2" FROM COMBUSTIBLE MATERIAL AND 3" FROM THERMAL INSULATION PER CEC 410-66.*BATHROOM SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY AN OCCUPANT SENSOR THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION.*ALL OTHER INTERIOR ROOM EXCEPT CLOSETS LESS THAN 70 S.F. SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY A MANUAL ON OCCUPANT SENSOR OR DIMMER,*ALL OUTDOOR DOOR LIGHTING THAT IS MOUNTED TO THE BUILDING SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY PHOTO. CONTROL/ MOTION SENSOR COMBINATION.*VENTIL ATION IN THE BATHROOM SHALL PROVIDE 5 AIR CHANGES PER HOUR AND BE CONNECTED TO THE OUTSIDE AS PER CBC 1203.3.*ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20".WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR.*TYPICAL ALL PLUMBING WALL BEARING WALLS AND WALL EXCEED 10'-0" HIGH SHALL BE 2x6 STUDS @ 16" O.C.*TYPICAL ALL WATER SUPPLY PIPE TO BE COPPER.*ADD SOUND BATT INSULATION IN ALL NEW WALLS.GENERAL PLAN NOTES:1. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THK. U.N.O. (SEE PLAN FOR SIZE)2. ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 1 3/8" THK. SELF CLOSING AND TIGHT FITTING. (SEE PLAN FOR SIZE)3. ALL ENTRY DOORS TO BE SOLID CORE 1 3/4" THK. (SEE PLAN FOR SIZE)4. PROVIDE A LANDING WITH A MIN. DEPTH OF 36" AT THE EXIT DOOR PER UBC 1004.95. WINDOWS AND GLAZED DOORS MUST HAVE LABELS FOR THE "U" AND "SHGC" FACTORS THAT ARE REQUIRED BY THE ENERGY DOCUMENTATION.PLUMBING NOTES: 1.Toilets require 15” to centerline of drain to any vertical surfaces on each side, 30” total. Toilets front clearance is 24” with the exception of a door swing into the required clearance.2.Newly built shower enclosures are required to have a minimum area of 1024 square inches and shall also be able to accommodate a 30” diameter circle (elbow room). Glass enclosures shall be tempered and doors shall have a clear opening of 22”. Shower/tub doors shall be either sliding or outward swing configured. Exterior windows located in existing or new shower /tub locations shall be tempered safety glass. Shower valve shall be pressure/balance type.3.Mechanical ventilation (bath fan) shall be provided. GFCI Protected is required if located within tub/shower enclosure.4.Sinks shall be provided with a GFCI tamper resistant outlet within 36” and shall be wall mounted. Concealed outlets in cabinets will not be counted as a required outlet. 5.California Energy Code (T-24, Part 6) dictates all lighting efficiency for homes. Bathrooms are required to have either high efficacy LED/ fluorescent throughout or have all incandescent or low voltage lighting controlled by switching that is the “Manual ON/Occupancy Sensor” type. As of July 1, 2014 all lighting shall be “Vacancy Switch Controlled”. If the lighting choice is recessed cans, indicated on plans I.C./A.T. (Insulation Cover/ Air Tight) .NOTE:WATER CONSERVING PLUMBING FIXTURES REQUIRED THROUGHOUT RESIDENCEMax Flow Rates :Water closets…….1.28 gpf (gallons per flush); Shower heads…….2.00 gpm; Lavatory faucets…1.20 gpm; Kitchen faucets…..1.80 gpm Note: The effective flush volume of dual flush toilets is the average flush volume of two reduced flushes and one full flush, 3 flushes total.Standard : 1.28 x 3 flushes = 3.84 gallons. Dual flush: 1.00 + 1.00 + 1.6 = 3.60 < allowed 3.84 OK.References : California Civil Code Sec. 1101.1-1101.8 and Cal-Green Sec. 301/4.303.1Kitchen Notes:Electrical Requirements: Dedicated circuits from main or sub panel to appliances (dish, disposal, microwave, etc.). (2) 20 amp small appliance branch circuits at counter tops greater than 12” in width and so that no point along the wall line is greater than 24” to any outlet. Peninsular counter spaces and islands require at least one outlet. All kitchen counter top outlets shall be GFCI protected.All new 120-volt, single phase, 15-and 20-ampere branch circuits supplying the Kitchen, Family Room, Dining Room, Bedroom, Hallway,Closet, or similar rooms to be AFCI protected.All 125 volt, 15-and 20-ampere receptacles to be listed tamper-resistant receptacles. All new receptacle outlets installed in the Kitchen, Family Room, Living Room, Bedroom, and similar rooms, the receptacles must be installed such that no point measured horizontally from the floor line is more than 6’ from a receptacle outlet.California Energy Code (T-24, Part 6) dictates all lighting for homes and businesses. Provide 50% or greater wattage of kitchen lighting shall be high efficacy (fluorescent or LED) and separately switched from incandescent. Recessed can lights shall be I.C./A.T. (insulation cover, air tight).Plumbing Requirements: New gas piping shall be sized per California Plumbing Code T-12-8. Dishwashers are required to be protected from cross contamination thru an approved air gap 1” above sink flood rim, regardless of manufacturer’s suggested installation. Island plumbing shall be in accordance with C.P.C. Mechanical Requirements: Downdraft range exhaust duct shall be smooth wall and terminate at the exterior of the building. Ducts shall be sealed with UL181A tape. Range hoods shall be sized per the manufacturer’s specifications for the appliance served and cabinets shall meet all clearances horizontally and vertically. For termination of all environmental ducts to be minimum 3’ from all openings into the building (i.e. fans, windows, skylights, doors, attic vents, etc.) (CMC 502.2)
GROUND LEVEL(97.5)0' - 0"ROOF TOP16' - 0"LOWER TOP9' - 0"UPPER TOP10' - 0"PROPERTY LINECONFORMING SET BACK8' - 0"VIEW ANGLE25.00°SIGHT LINE9' - 0"PROPERTY LINECONFORMING SET BACK5' - 0"V I E W A N G LE
2 5 .0 0°SIGHT LINEENTRY TOP13' - 0"GRADE LEVEL(96.5)-1' - 0"TOTAL BUILDING HEIGHT17' - 0"10' - 0"10' - 0"2' - 4 1/2"SILL HEIGHTFROM NATURAL GRADE TO ENTRY FEATURE TOP14' - 0"NATURAL GRADEGROUND LEVEL(97.5)0' - 0"ROOF TOP16' - 0"LOWER TOP9' - 0"UPPER TOP10' - 0"ENTRY TOP13' - 0"3' - 0"GRADE LEVEL(96.5)-1' - 0"9' - 0"GROUND LEVEL(97.5)0' - 0"ROOF TOP16' - 0"LOWER TOP9' - 0"UPPER TOP10' - 0"ENTRY TOP13' - 0"GRADE LEVEL(96.5)-1' - 0"GROUND LEVEL(97.5)0' - 0"ROOF TOP16' - 0"LOWER TOP9' - 0"UPPER TOP10' - 0"ENTRY TOP13' - 0"GRADE LEVEL(96.5)-1' - 0"TOTAL BUILDING HEIGHT17' - 0"PROPERTY LINEV I E W A N G LE
2 5 .0 0°SIGHT LINEPROPERTY LINECONFORMING SET BACK5' - 0"10' - 0"10' - 0"25.00°CONFORMING SETBACK8' - 0"2' - 4 1/2"SILL HEIGHTKEY PROJECT SCALETITLE2014DATEDESCRIPTIONNO(OWNER)NREN. 6/30/15NO. C34281LTATS EECITRNAOCFILOFAIENIYADESUTISHCRCArchitect: Yin Suyinsu2002@gmail.comPLANNING 10/11/2017Yuan GuoAddress:10128 STERN AVE, CUPERTINO, CA 95014Email:Guoyuansg@gmail.comPERMIT SUBMITTAL 12/20/2017 1/4" = 1'-0"A0.2BUILDING ELEVATIONSProject Number 1/4" = 1'-0"1PROPOSED FRONT/WEST ELEVATION 1/4" = 1'-0"3PROPOSED RIGHT/SOUTH ELEVATION 1/4" = 1'-0"4PROPOSED LEFT/NORTH ELEVATIONATTIC VENTILATIONREQUIRED:2,450 SF/150 =16.3 SF x144= 2,347 SI30% TOP = 2,347x30%=704 SI70% BOTTOM = 2,347x70%=1,643 SIPROPOSED:OHAGIN VENT 8@97.5 SI=780 SI ROOF EAVE VENT 21@14.5x5.5=1,675 SITOTAL : 2,455 SIELEVATION NOTES:1. NEW ROOF TO BE CLASS A CONCRETE TILE. FASTENERS FOR THE ROOFING SHALL BE CROSSION RESISTANT PER CRC R905.2.5.2. THREE COAT STUCCO WALL FINISH OVER TWO LAYERS OF BUILDING PAPER.3. WOOD TRIM @ EAVE W/ GUTTER.4. DECORATIVE STUCCO FOAM TRIM.5. TRIM AROUND WINDOW/DOOR.6. 145.5"x5.5" UNDER FLOOR VENT.7. CULTURED STONE VENEER.8. WEEP SCREED. A MIN OF 26 GA. CORROSION - RESISTANT WEEP SCREED W/ A MIN VERTICAL ATTACHMENT FLAGE OF FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS W/STUCCO. THE SCREED SHALL BE PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOCE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER To DRAIN TO THE EXTERIOR OF THE BUILDING.UNDER FLOOR VENTILATIONREQUIRED:2,450 SF/150 =16.3 SF x144= 2,347 SIPROPOSED:VENTS 30@14.5x5.5=2392.5 SI58PLANNING NOTE:ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION.7NOTES:1. WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER (R703.6.3) 2. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT BE LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD OR DECAY- RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. (R703.6.2) 1/4" = 1'-0"2PROPOSED REAR/EAST ELEVATIONCopper 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)." 12346
DWELECTRICAL SYMBOLSHBHOSE BIBCCOLD WATER STUB OUTGAS KEYFUEL GAS W/SHUTOFF VALVETELE. OUTLET At 8" ABOVE FLOOR/COUNTER120V DUPLEX CONVENIENCE OUTLET120V 4-PLEX CONVENIENCE OUTLETHIDDEN OUTLET120V WEATHERPROOF DUPLEX RECEPTACLE W/GFCI120V DUPLEX GFCI OUTLET220V OUTLET120V DUPLEX CONVENIENCE OUTLET, 1/2 HOT120V DUPLEX CONVENIENCE FLOOR OUTLET, SWITCH3-WAY SWITCH4-WAY SWITCHVOLUME CONTROL SWITCHDIMMER SWITCH3-WAY DIMMER SWITCH4-WAY DIMMER SWITCHSWITCH W/ VACANCY SENSORRECESSED EXHAUST FANRECESSED COMBINATION OF EXHAUST FAN & LIGHT (FLUORESCENT OR OTHER HIGH EFFICACY LIGHT)CEILING MTD. SMOKE DETECTOR. I.C.B.O. APPROVED. (ALL SMOKE DETECTOR S SHALL BE INTERCONNECTED) CARBON MONOXIDE DETECTOR (ALL CARBON MONOXIDE DETECTOR SHALL BE INTERCONNECTED)SPEAKERRECESSED CAN LIGHT -INCANDESCENT (VERIFY SWITCH REQUIREMENTS)RECESSED CAN LIGHT -FLUORESCENT (OR OTHER HIGH EFFICACY)SURFACE MTD. FIXTURE -INCANDESCENT (VERIFY SWITCH REQUIREMENTS)HANGING FIXTURE -INCANDESCENT (VERIFY SWITCH REQUIREMENTS)HANGING FIXTURE -FLUORESCENT (OR OTHER HIGH EFFICACY)SURFACE MTD. 12X48 FLUORESCENT FIXTURESURFACE MTD. 24X48 FLUORESCENT FIXTUREUNDER CABINET MOUNTED 24" FLUORESCENT STRIPWALL MTD. LIGHT BAR -FLUORESCENT (OR OTHER HIGH EFFICACY)WALL MTD. LIGHT BAR -INCANDESCENT (W/ OCCUPANCY SENSOR SWITCH)WALL MTD. FIXTURE -FLUORESCENT (OR OTHER HIGH EFFICACY)WPGFCIGFCI34vD3D4DvsFFFFFSCOSPFSURFACE MTD. FIXTURE -FLUORESCENT (VERIFY SWITCH REQUIREMENTS)FFH(N) WATER HEATERWPGFCIWPGFCICO30"x48" SKYLIGHT22"x30" ATTIC ACCESSFAU IN ATTIC2' - 9"30"x48" SKYLIGHTLAUNDRYDISH WASHER DIM VERIFY W/ MANUF.2% SLOPEDEDICATED 240V OUTLET FOR ELECTRIC VEHICLE CHARGINGGFCIGFCIKITCHENGARAGEFOYERPRE-WIRED CEILING OUTLET FOR GARAGE DOOR OPENERFMSFMS11'-0"10'-0"11'-0"10'-6"10'-0"1' - 0"2' - 2 1/2"10'-8"10'-0"LIVING ROOMATTIC FAU: PROVIDE GAS STUB 110V OUTLET & LIGHT FIXTURE AT ATTIC ACCESSKITCHENFORMAL DININGGARAGEFOYERGUEST ROOMBEDROOMMASTERBEDROOMBEDROOMWALK IN CLOSETBATHBATHBATHBATHLLLLSLLLLWPGFCILGFCISSSSSCOSLLLLLLLLLLJLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL24"x18" CRAWLSPACE ACCESS24"x18" CRAWLSPACE ACCESS33LLGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIHBFFFFFFFFFFFFFGFCIGFCIFFFGFCIFFFGFCIGFCIGFCIGFCIGFCIGFCIFFFOPT. 220GFCI5" DIA. D.V. w/ BACK-DRAFT DAMPER TO OUTSIDE PER C.M.C. 504.3.2ADDRESS13' - 9 1/2" 12' - 8" 18' - 3 1/2"5' - 0 1/2" 8' - 2" 5' - 1"20' - 0" 10' - 4" 11' - 10 1/2" 5' - 4" 4' - 5 1/2" 15' - 6"3' - 11" 3' - 11"1' - 6"2' - 0 1/2"1' - 6"10' - 5"2' - 8 1/2"13' - 0 1/2"2' - 0"5' - 2"6' - 1 1/2"1' - 10 1/2"5' - 4" 5' - 0"5' - 10 1/2" 6' - 0"2' - 8" 2' - 8"3' - 0" 9' - 0" 3' - 6"7' - 2 1/2" 6' - 7" 6' - 1 1/2" 6' - 7"2' - 0" 8' - 6" 1' - 10" 5' - 0 1/2" 2' - 10" 5' - 10" 12' - 8" 13' - 3" 5' - 5"7' - 10" 37' - 2"12' - 4"2' - 6"59' - 10"44' - 9"68' - 0"2' - 3 1/2" 4' - 4 1/2"3' - 0"3' - 4"7' - 0"2' - 6"3' - 9 1/2"3' - 6 1/2"2' - 3 1/2"3' - 0"18' - 1 1/2"LIVING /KITCHEN = 679 SF22' - 7 1/2"20' - 0"14' - 3 1/2"GARAGE = 468 SFBEDROOMS/DINING ROOM=1244 SFFOYER = 161 SF46' - 10 1/2"26' - 5 1/2"37' - 1 1/2"PORCH = 25 SFBAYWINDOW =21 SFBAYWINDOW =21 SFGUEST = 281 SF13' - 9 1/2"20' - 4"TOTAL AREA:21+1244+679+281+161+468+21+25=2900 SF10' - 6"KEY PROJECT SCALETITLE2014DATEDESCRIPTIONNOAS SHOWN(OWNER)NREN. 6/30/15NO. C34281LTATS EECITRNAOCFILOFAIENIYADESUTISHCRCArchitect: Yin Suyinsu2002@gmail.comPLANNING 10/11/2017Yuan GuoAddress:10128 STERN AVE, CUPERTINO, CA 95014Email:Guoyuansg@gmail.comA0.3PROPOSED ELEC. PLAN /FLOOR AREA DIAGRAMProject Number 1/4" = 1'-0"1PROPOSED ELEC. PLAN 3/16" = 1'-0"2AREA DIAGRAM
PROVIDE FIREBLOCKING PER C.R.C. SECTION 302.11 AT THE FOLLGING COMBUSTIBLE CONSTRUCIION LOCATIONS:1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS, OR STAGGERED STUDS PER C.RC. SECTION 302.11 AS FOLLOWS.1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS.1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'.2. AT ALL INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS PER C.R.C. SECTION 302.11.3. IN CONCEALED SPACES BETVEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN PER C.RC. SECTION 302.11.4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOTBE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS.5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES SEE C.R.C. SECTION 1003.19.6. FACTORY BUILT FIREPLACES SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127 PER C.B.C. SECTION 717.2.5.1.7. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLIHG UNIT SEPARATION.8.WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHERE PERMITTED TO BE COMBUSTIBLE CONSTRUCTIONPER C.B.C. SECTION 1406, OR. WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAXIMUM INTERVALS OF 20 FEET, SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SQUARE FEET PER C.B.C. SECTION 717.2.6.WHERE WOOD FURRING STRIPS ARE USED, THEY SHALL BE OF AN APPROVED WOOD OF NATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF CONTINUOUS, SUCH ELEMENTS SHALL HAVE CLOSED ENDS, WITH 4-INCH MINIMUM SEPARATION BETWEEN SECTIONS PER C.B.C. SECTION 717.2.6 EXCEPTIONS: (PER C.B.C. 717.2.6)8.1. FIREBLOCKING SHALL NOT BE REQUIRED WHERE INSTALLED ON NONCOMBUSTIBLE FRAMING AND THE FACE OF THE EXTERIOR WALL FINISH EXPOSED TO THE CONCEALED SPACE IS COVERED BY ONE OF THE FOLLOWING MATERIALS:8.2. ALUMINUM HAVING A MINIMUM THICKNESS OF 0.019 INCH.8.3. CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS NOT LESS THAN 0.016 INCH AT ANY POINT.8.4. OTHER APPROVED NONCOMBUSTIBLE MATERIALS.FIREBLOCKING NOTES1. PROVIDE MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR PARTITIONS AND BOTTOM CHORD OF TRUSSES, S.S.D.SECTION NOTESGROUND LEVEL(97.5)0' - 0"UPPER TOP10' - 0"FOUNDATION SYSTEM, SEE FOUNDATION PLAN BY OTHERS.20" MINATTIC INSULATION, SEE TITLE 24 FOR R VALUE4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"GRADE LEVEL(96.5)-1' - 0"GROUND LEVEL(97.5)0' - 0"ROOF TOP16' - 0"UPPER TOP10' - 0"ENTRY TOP13' - 0"20" MINATTIC INSULATION, SEE TITLE 24 FOR R VALUE4" / 1'-0"4" / 1'-0"GRADE LEVEL(96.5)-1' - 0"14' - 0"15' - 8"KEY PROJECT SCALETITLE2014DATEDESCRIPTIONNOAS SHOWN(OWNER)NREN. 6/30/15NO. C34281LTATS EECITRNAOCFILOFAIENIYADESUTISHCRCArchitect: Yin Suyinsu2002@gmail.comPLANNING 10/11/2017Yuan GuoAddress:10128 STERN AVE, CUPERTINO, CA 95014Email:Guoyuansg@gmail.comA0.4BUILDING SECTIONSProject Number 1/4" = 1'-0"1BUILDING SECTION I 1/4" = 1'-0"2BUILDING SECTION II