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Home My WebLink AboutReso - PC - 2023.02.27 - 8ADocusigr. snveiJpe lD: 81 DDl 8Oe7E73-418A-8960-5D492EAC7E45 RECORDING REQUESTED BY Plann ng Deparlrnent C ty of Bur ngame WHEN RECORDED I\/TAIL TO: COi/MUNITY DEVELOPMENT DEPARI[4ENT CITY OF EURLINGAI\4E 501 PRIfuIROSE ROAO BURLINGAi/E, CA 94010 2023-0190E7 3:22 om C/,l27im23Rl F€e: NO FEE Couni of pages 4 Recorded in Ofricial Records Cc unry of San lllatoo llla rk Church Aasesso r-Cou nty Cletk-R,3corder illiiri llll iidlfillfli[ ]il{ irl[liiilirt[flllfill iiii]J ilffiti Resolution No. 2023-02.27 -8A 2735 BURLINGVIEW AVENUE APN 027-261-060 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on flle in my office. March 10, 2023 Ww earkatt CITY BLlffil;!*{';,iAME ATED.,UNE b. Date: Kevin Gardiner, AICP, Community Development Di ? +1 RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion Review, Hillside Area Construction Permtt , Special Permit for first and second story plate heiohts. and Minor Modification fqr covered parking space dimension for a first and second storv addition to an existinq sinqle-unit dwellin q at 2735 Burlin view Drive. Zon e R-1 effrev and Ste hani Farm AS Thom sonoJDe(o Drooertv owners.APN: 027-261-060 WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on February 27. 2023, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a srgnificant effect on the environment, and categorical exemption, per CEQA Section 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will nol result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. Said Design Review, Hillside Area Construction Permit, Special Permit, and Minor Modification are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review, Hillside Area Construction Permit, Special Permit, and Minor Modification are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution be recorded in the offici I records of the County of San Mateo. Chai rpe on 6 L0t{ra,Jn+{-,, Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolutron was introduced and adopted at a regular meeting of the Planning Commission held on the 27th day of Februarv. 2023 by the following vote: 1 2 t, ffi LOWEI{THAL, PFAFF, SCH ID, TSENOES: NOI{E ABSET{T; NO E RECUSED: NOI{E ./ cretary RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, HILLSIDE AREA CONSTRUCTION PERMIT, SPECIAL PERMIT, AND MINOR MODIFICATION EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, Hillside Area Construction Permit, Special Permit, and Minor Modification 2735 Burlingview Drive Effective March 9, 2023 Page 1 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped January 4,2023, sheets T1.0, GN, CG, SW, SP, PH, Topographic Survey, A1.0 through A5.0, and Ag.0; that prior to issuance of a building permit, the site plan shall be revised to show additional landscape screening (tall hedge or trees) along the left side property line to screen the second floor addition; the screening shall be planted prior to the final inspection; that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYl or amendment to be determined by Planning staff); that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director: that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submtt a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; 2 J 4 7 8 10 that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 6. 9. EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, Hillside Area Construction Permit, Special Permit, and Minor Modification 2735 Burlingview Drive Effective March 9, 2023 Page 2 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 11 that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architeclural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 12 that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 13 that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. SITETITLE PAGE See DetailsT1.0APPLICABLE CODESREFERENCE SYMBOLSBUILDING DATACONSULTANTSDESIGNER FORM + ONE DESIGN CONTACT: TIM RADUENZ 4843 SILVER SPRINGS DRIVE PARK CITY, UT 84098 P: 415.819.0304 E: TIM@FORMONEDESIGN.COMOWNERS JEFFREY + STEPHANIE THOMPSON 2735 BURLINGVIEW DR. BURLINGAME, CA 94010TITLE 24 RICK ROCKLEWITZ NRG COMPLIANCE INC. PO BOX 3777 SANTA ROSA, CA. 95402 P: 707.237.6957SURVEY SAVIOR P. MICALLEF LAND SURVEYING 421 WILDWOOD DR. S. SAN FRANCISCO, CA. 94080 P: 805.709.2423JEFFREY + STEPHANIE THOMPSON2735 BURLINGVIEW DR.BURLINGAME, CA 94010T1.0GNCGSWSPPHFAR1OF1A1.0A1.1AB2.0A2.0A2.1A2.2A3.0A3.1A3.2A3.3A4.0A4.1A5.0A9.0TITLE PAGEGENERAL NOTESCAL GREENCONSTRUCTION BEST MANAGEMENT PRACTICESSTORY POLE PLANPHOTO RENDERS OF PROPOSED HOUSEEXISTING / PROPOSED FARTOPOGRAPHIC SURVEYEXISTING + PROPOSED SITE PLANPROPOSED DRAINAGE PLAN / IMPERVIOUS SURFACEARCHITECTURAL DRAWINGSEXISTING FLOOR PLANPROPOSED FIRST FLOOR PLANPROPOSED SECOND FLOOR PLANEXISTING / PROPOSED ROOF PLANEXISTING / PROPOSED FRONT ELEVATIONEXISTING/ PROPOSED REAR ELEVATIONEXISTING / PROPOSED LEFT ELEVATIONEXISTING / PROPOSED RIGHT ELEVATIONPROPOSED BUILDING SECTIONSPROPOSED BUILDING SECTIONSCONSTRUCTION DETAILSFINISH SCHEDULEFIXTURE OR EQUIPMENT SYMBOL T.W. 12.0 T.P 15.6 T.C 14.0 78 92203BED RM.CDABSheet numberMATCH LINE, SHADED SIDE ISCONSIDEREDNumber indicates color and / or materialEXISTING CONTOURSNEW OR FINISHED CONTOURSTOP OF PAVEMENTTOP OF WALLTOP OF CURBSETBACK LINEPROPERTY LINEREVISION SYMBOLSCloud around revisionWORK, CONTROL, OR DATUM POINTCOLOR / MATERIAL SYMBOLROOM REFERENCEEXT. DOOR & WINDOW SYMBOLIndicates door & window numberINTERIOR DOOR SYMBOLIndicates door numberRoom nameRoom numberNumber indicated elevation, wall sectionor detailBLDG & WALL SECTION REFERENCEArrow indicates direction of viewLetter indicates building sectionSheet numberINTERIOR ELEVATION REFERENCEArrow indicates direction of viewLetter indicates building elevationSheet numberDETAIL REFERENCENumber indicates wall sectionEXTERIOR ELEVATION REFERENCEArrow indicates direction of viewSheet numberTITLE SYMBOLSSheet numberGRID LINE REFERENCEEXTERIOR FINISHESWALL FINISH: (E) STUCCO (PROTECT) REPAIRWHERE NEEDEDROOF: CLASS A, ARCHITECTURAL ASPHALTSHINGLESWINDOWS: (E) WOOD CLAD WINDOWS(N) TO MATCH SIERRA PACIFIC OR EQ.Particle Bd.Prefabricate(d)Plate (line)PlasterPlywoodPanel(ing)Paint(ed)PairPre CastPressure TreatedQuarry TileRiserRadiusReinforceRelocateRemoveRequiredResilentRough OpeingRedwoodSee Struct. Dwg.ShelfSheathingSimilarSealerSpecificationSquareStandardStainless SteelSuspendedSymmetricalTreadTowel BarTemperedTougue & GrooveThroughTop of SurfaceToilet PaperDispenserTypicalUnless OtherwiseNotedUnfinishedVerticalVert. GrainWhite BrothersWoodWindowWrought IronWith (out)WaterproofWater ResistantWainscotPBDPFBPLPLASPLYWDPNLPNTPRPRCSTPTQTRRADREINFRELOREMOREQDRESILRORWDSSDSHSHRSIMSLRSPECSQSLDS. STLSUSPSYMTTBTEMPT&GTHRUTOSTPDTYPUONMECHUNFVERTVGWBWDWDWWIW/OWPWRWSCT&d@CO#ABABVACACOUSADHADJAGGALAPAPXBDBELBLKBMBOTBRKBSBTWNCABCEMCERCICLGCLKGCLRCMUCNTRCOLCOMPOCONCCONNCONSTCONTCPTDBLDEMODFDIADIAGDNDRDSDRAEAELELECENCLEQEQPTEW(EX)AndPennyAngleAtCenter lineDia. or roundPerpendicularPound or No.Anchor BoltAboveAsphalt Conc.AcousticalAdhesiveAdjustableAggregrateAluminumAccess PanelApproximateBoardBelowBlock(ing)BeamBottomBrickBoth SidesBetweenCabinetCementCeramicCast IronCeilingCaulkingClearConc. Mas. UnitCounterColumnCompositionConcreteConnect(ion)ConstructionContinuousCarpetDoubleDemolishDouglas FirDiameterDiagonalDownDoorDown SpoutDrawerEachElevationElectricalEnclosureEqualEquipmentEach WayExistingEXHEXPEXPOEXTFBOFDNFINFLFLASHFLOURFLXFOCFOFFOXFOFPLFTGFURRFUTGAGALVGBGIGLGRGYPHBDHDHDRHWDHORINTINSULJSTJTLAMLTLVRMASMCMECHMEMBMFRMIRMNTMTLNICNTSO/OCOPNGOPPPPARExhaustExpansionExposedExteriorFurinshed byOwnerFoundationFinishFloor (line)FlashingFluorescentFlexiableFace of Conc.Face of Fin.Face of StudFinished OpeningFireplaceFootingFurringFutureGaugeGalvanizedGrab BarGrab IronGlass/GlazingGrade (Ground)GypsumHard BoardHeavy DutyHeaderHardwareHorizontalInteriorInsulationJoistJointLaminateLightLouverMasonryMedicine CabinetMechanicalMembraneManufacturerMirrorMount(ed)MetalNot inContractNot to ScaleOverOn CenterOpeningOppositePlasticParallelSHEET INDEXELECT/MECH SYMBOLSABBREVIATIONSSCOPE OF WORKVICINITY MAPMATERIAL SYMBOLSDuplex convenience outlet & plateFloor convenience outletGFI duplex convenience outletFourplex outletDuplex conv. outlet, 1/2 hot, 1/2 switched220V amerage as per equipmentGFI/W.P. weatherproof outletFlush mounted floor & ceiling outletJunction boxTelevision outletTelephone outlet & plateFlood lightCeiling fixtureWall lightPorclein recepticle w/ pull chainIndirect cove lightingRecessed ceiling can lights4" recessed low voltage w/ directional trimRecessed ceiling lightWaterproof ceiling fan/light & plateRecessed waterproof exterior up lightSingle pole switch3 way switchSwitch w/ dimmerDoor activated switchMotion detectorTimer (switch)Vacancy sensor w/ dimmer "manual on"Vacancy sensor "manual on"Weatherproof switchCountertop air switchDoorbell pushbuttonChimeSmoke detectorThermostatSpecial outletInstant start florescent lightLandscape lightElectrical panel boardExistingDelete existingReplace existingGas outletHose bibCeiling/floor supply registerCeiling/floor return registerWall diffuserT.V./Computer OutletCentral vacuum inletAutomatic garage door switchAlarm control keypadRE DEE 36" ETC CH T SD CSM S D 3S S FAN S JSSTSV/DSVSWP GFI220vWP G HB4 x 12 CDFD4 x 12 CDFDCvGAMECHANICAL + ELECTRIC DRAWINGSMECH. + ELECT PLANSMECH. + ELECT. CUTSHEETSTITLE-24TITLE-24 CONT.STRUCTURAL DRAWINGSROOF FRAMING PLAN + FOUNDATION PLANSTRUCTURAL DETAILSDETAILS AND GENERAL NOTESME2.0ME3.0ME4.0ME4.1S1S2S3 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING form:027-261-060: 10,003 SQ.FT. LOT AREA:(E) FAR TOTAL := 1,961 SQ.FT. DEFERRED SUBMITALSCAL GREEN BUILDING MEASURE1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDER AND INSTALLED ATTHE TIME OF FINAL INSPECTION. 2019 CGC §4.304.12. A MINIMUM OF 65% OF THE NON- HAZARDOUS CONSTRUCTION + DEMOLITION WASTER GENERATED AT THE SITE WILL BEDIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME ORDINANCE + 2019 CGC §4.4083. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2019 CGC §4.410.14. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS,SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THEBUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2019 CODE REQUIREMENT.2019 CGC §703.15. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THEHEATING,COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BECOVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THEAMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1).(*) = FUTURE BUILDING SHEETSGravel / Rock fillPrecast concreteBituminous pavingPlywoodRigid insulationEarthWoodSteelStone VeneerConcrete BlockGypsum boardConcreteBrick VeneerBatt insulationMetal LathMarble / tileExisting constructionWood frame constructionMetalSand/ Mortar/ PlasterExisting const. removedCONSTRUCTION HOURS1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTEROR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTEDBELOW.CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached to jobsite building set2019 California Plumbing Code2019 California Mechanical Code2019 California Electric Code2019 California Energy Code CITY OF BURLINGAME MUNICIPAL CODE2019 California Fire Code2019 California Green Building Standards Code2019 California Residential Code2019 California Building CodeCONSTRUCTION HOURSWEEKDAYS:SATURDAYS:SUNDAYS AND HOLIDAYS:8:00 A.M. - 7:00 P.M.9:00 A.M. - 6:00 P.M.NO WORK ALLOWEDHIDDEN CONDITION NOTES1. Any hidden conditions that require work to be performed beyond the scope of the building permit issuedfor these plans may require further City approvals including review by the Planning commission.1. REMODEL OF 1-STORY RESIDENCE.2. SECOND STORY ADDITION TO (E) 1-STORY RESIDENCE.NOTE: THIS PROJECT WILL BE CONSIDERED A NEW BUILDING AND MUST COMPLY WITH THE 2019 CALIFORNIA BUILDINGCODE FOR NEW STRUCTURES. AT TIME OF BUILDING PERMIT SUBMITTAL, AN EROSION CONTROL PLAN WILL BE SUBMITTEDTO SHOW REMOVAL AND REPLACEMENT OF SIDEWALK, CURB, GUTTER, SEWER LATERAL, AND WATER LINE TO THE PUBLICWORKS DEPARTMENT.NONE(E) FIRST FLOOR= 1,609 SQ.FT.CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYSAND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS)APN #:AS-BUILTS FOG CITY AS-BUILTS 1312 4TH ST. SAN RAFAEL, CA. 94901 P: 415.287.6034(N) FAR TOTAL := 3,489 SQ.FT. (N) SECOND FLR. ADDITION= 1,312 SQ.FT.(E) ATTACHED GARAGE= 352 SQ.FT.(E) FIRST FLOOR= 1,609 SQ.FT.(N) FIRST FLR. ADDITION= 216 SQ.FT.(E) ATTACHED GARAGE= 352 SQ.FT.BUILDING + PUBLIC WORKS NOTES:1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASECONTACT PUBLIC WOKRS @ 650.558.72392. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD INSPECTION ISREQUIRED PRIOR TO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY(*)(*)(*)(*)(*)(*)(*)REACH CODE1. NATURAL GAS IN NOT ALLOWED FOR SPACE HEATING, SPACE COOLING,WATER HEATING, OR CLOTHES DRYING FOR NEW BUILDINGS.ZONING: R1USE OF BUILDING: RESIDENTIALOCCUPANCY: R3TYPE OF CONST.: V-BNUMBER OF (E) STORIES: 1-STORYNUMBER OF (N) STORIES: 2-STORY(E) NUMBER OF DWELLINGS: 1PARKING: (E) 2 COVERED SPOTS (N) 1 UNCOVERED SPOTSPRINKLERED: YES SPRINKLERSCERTIFICATE OF OCCUPANCY1. DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT, THE CERTIFICATE OF OCCUPANCY WILL BE RESCINDEDONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY WILL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NOOCCUPANCY OF BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED.20.04% OF EXTERIOR WALLS TO BE ALTERED(52.58 LF TO BE ALTERED / 262.33 LF TOTAL)31.61% OF EXTERIOR WALLS TO BE ALTERED(23.92 LF TO BE ALTERED / 75.67 LF TOTAL) MECHANICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIAMECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL,STATE AND LOCAL CODES.2. MECHANICAL CONTRACTOR TO ACCEPT SOLERESPONSIBILITY FOR PROPER DESIGN AND INSTALLATIONOF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BYOTHER FOR SPECIFIC INFORMATION.3. MECHANICAL CONTRACTOR TO COORDINATE WITHGENERAL CONTRACTOR TO DESIGN AND INSTALLSUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH.CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE ANDCONFIGURATION OF DUCTS AND REGISTER. SEE SHEETINDEX FOR LOCATION OF TITLE 24 CONFORMANCEWORKSHEETS AND ENERGY COMPLIANCE NOTES WITHINTHIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALLBE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO ASNOT TO INTERFERE WITH USEABLE ATTIC STORAGESPACE.4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND ISSHOWN FOR DESIGN INTENT ONLY.5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIREDAPPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) &CPC. VERIFY DUCT SIZE WITH MANUFACTURER'SSPECIFICATIONS.6. FURNACES OR BOILERS SHALL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS AND SHALL MEET THEREQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE(CMC)7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTICSHALL BE LOCATED WITHIN THE UPPER AND LOWER 12INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATEAND SHALL NOT BE OBSTRUCTED.8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALLBE SECURELY FASTENED IN PLACE. SUPPORTS FORAPPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TOSUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIREDBY CMC. WATER HEATERS TO BE SECURED WITH AMINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THEUPPER AND LOWER THIRD OF THE UNIT.9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE)FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OFINTERIOR CONDITIONED SPACES.10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIORTO INSTALLATION.11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BYOWNER.12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUSTCONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE AMINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FANVENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANYOPENINGS INTO THE BUILDING AND BE PROVIDED WITHBACKDRAFT DAMPERS.13. AT NEW FORCED AIR FURNACE INSTALLATIONSPROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITHA TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED),BACK AND TOP OF FURNACE.14. INSTALLATION INSTRUCTIONS FOR ALL LISTEDEQUIPMENT SHALL BE PROVIDED TO THE FIELDINSPECTOR AT TIME OF INSPECTION.PLUMBING NOTES:1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIORTO INSTALLATION.2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BYOWNERS.3. ALL NEW WATER CLOSETS SHALL BE 1.28GALLON/FLUSH MAXIMUM.4. NO DISHWASHER MACHINE SHALL BE DIRECTLYCONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSERWITHOUT THE USE OF AN APPROVED AIR GAP FITTING ONTHE DISCHARGE SIDE OF THE DISHWASHING MACHINE.LISTED AIR-GAPS SHALL BE INSTALLED WITH THE FLOODLEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK ORDRAINBOARD, WHICHEVER IS HIGHER5. (E) ON-DEMAND SYSTEM, CONFIRM WITH OWNER,RECIPROCATING PUMP AS OPTION.ELECTRICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIAELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES AND ORDINANCES.2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLEDAT CRAWL SPACES AT OR BELOW GRADE, ANDOUTDOORS SHALL HAVE GROUND-FAULTCIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALLRECEPTACLES LOCATED IN BATHROOMS SHALL HAVEGROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.)PROTECTION.3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. ADETECTOR SHALL BE INSTALLED IN EACH SLEEPINGROOM AND AT A POINT CENTRALLY LOCATED IN THECORRIDOR OR AREA GIVING ACCESS TO ROOMS USEDFOR SLEEPING PURPOSES. A DETECTOR SHALL BEINSTALLED ON EACH LEVEL OF A MULTI-STORYDWELLING, INCLUDING BASEMENT LEVELS. INSPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKEDETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL,OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINSSLEEPING AREAS. WHERE THE CEILING HEIGHT OF AROOM OPEN TO THE HALLWAY SERVING THE BEDROOMSEXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKEDETECTORS SHALL BE INSTALLED IN THE HALLWAY AND INTHE ADJACENT ROOM. DETECTORS SHALL BE INSTALLEDIN ACCORDANCE WITH APPROVED MANUFACTURER'SINSTRUCTIONS. WHEN THE VALUATION OF AN ADDITIONOR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORESLEEPING ROOMS ARE ADDED OR CREATED IN ANEXISTING DWELLING, THE ENTIRE DWELLING SHALL BEPROVIDED WITH SMOKE DETECTORS LOCATED ASREQUIRED FOR NEW DWELLINGS. IN NEWCONSTRUCTION, REQUIRED SMOKE DETECTORS SHALLRECEIVE THEIR PRIMARY POWER FROM THE BUILDINGWIRING WHEN SUCH WIRING IS SERVED FROM ACOMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH ABATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNALWHEN THE BATTERIES ARE LOW. WIRING SHALL BEPERMANENT AND WITHOUT A DISCONNECTING SWITCHOTHER THAN THOSE REQUIRED FOR OVER CURRENTPROTECTION. SMOKE DETECTORS MAY BE SOLELYBATTERY OPERATED WHEN INSTALLED IN EXISTINGBUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIALPOWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION,REPAIRS, OR ADDITIONS REGULATED AS OUTLINEDABOVE.4. TELEPHONE OUTLETS TO BE PREWIRED BYSUBCONTRACTOR. CONTRACTOR TO COORDINATE ASREQUIRED. VERIFY LOCATION OF ALL TELEPHONEOUTLETS WITH OWNER PRIOR TO INSTALLATION.5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES,ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALLBE MAINTAINED AT LEAST 24 INCHES APART.6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12FEET MEASURED HORIZONTALLY ALONG THE WALL.7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLEDLIGHTING OUTLET SHALL BE INSTALLED IN EVERYHABITABLE ROOM; IN BATHROOMS, HALLWAYS,STAIRWAYS, ATTACHED GARAGES, AND DETACHEDGARAGES WITH ELECTRICAL POWER, AND OUTDOORENTRANCES OR EXITS.8. PER CEC, LIGHTING FIXTURES LOCATED WITHINCLOTHES CLOSETS SHALL BE MOUNTED ON THE WALLABOVE THE DOOR OR ON THE CEILING. CLEARANCESSHALL BE AS FOLLOWS:A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12"B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9.ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDINGNECESSARY TEMPORARY POWER.10. VERIFY ANY AND ALL LANDSCAPE LIGHTING ANDSWITCHES WITH OWNER PRIOR TO INSTALLATION OFROUGH ELECTRICAL.11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTEDAND PURCHASED BY OWNER. VERIFY EXACT LOCATIONSWITH OWNER PRIOR TO INSTALLATION.13. ALL INCANDESCENT LIGHTING FIXTURES RECESSEDINTO INSULATED AREAS SHALL BE APPROVED FOR ZEROCLEARANCE INSULATION COVER PER 2019 CALIFORNIAENERGY CODE AND RATED IC OR APPROVED EQUALMEETING UL RATING OR OTHER TESTING /RATINGLABORATORIES RECOGNIZED BY THE ICC.14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEWELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICALWORK SHALL BE DESIGNED AND BUILT IN ACCORDANCEWITH THE NATIONAL ELECTRIC CODE AND APPLICABLECODES, STANDARDS AND REGULATIONS FOR BUILDINGLIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOROBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTORTO PROVIDE COMPLETE DESIGN-BUILD ELECTRICALSYSTEM AS REQUIRED TO PROVIDE THE (NEW) SERVICESHOWN (SCHEMATICALLY) ON THE DRAWINGS.GENERAL NOTES:ALL WORK SHALL COMPLY W/ THE 2019 EDITION OF THE CA.BUILDING CODE AND ALL OTHER CODES ANDREQUIREMENTS, IN THEIR MOST RECENT EDITIONINCLUDING THE FOLLOWING:2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA ELECTRICAL CODE2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS ISTO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIESAND TRANSPORTATION NECESSARY FOR A COMPLETE ANDPROPER EXECUTION OF THE WORK IN AN ACCEPTABLEINDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANYREQUIRED PERMITS FOR THIS OR HER WORK.3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS,WORKMANSHIP, AND METHOD OF INSTALLATION SHALLMEET THE FOLLOWING CRITERION: CONFORM TO THEAMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCHSTANDARDS EXISTS.4. CONTRACTOR SHALL PERFORM ALL ADDITIONALELECTRICAL, PLUMBING, AND FIRE PROTECTION WORKREQUIRED BY THE BUILDING DEPARTMENT.5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSIONOF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC.6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFYALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TOSTARTING WORK. ANY DISCREPANCIES SHALL BEREPORTED TO THE DESIGNER FOR REVIEW.7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESSOTHERWISE NOTED, (U.O.N.)8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLEWITHOUTAPPROVAL FROM THE DESIGNER.9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTORSHALL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS OF THE JOB SITE INCLUDING SAFETY OFPERSONS AND PROPERTY.10. CUTTING AND DEMOLITION SHALL BE DONE BYMETHODS, WHICH WILL AND WILL NOT JEOPARDIZESTRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION ANDWILL NOT DAMAGE PORTIONS TO REMAIN.11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR,AS NECESSARY, ANY UTILITES. INCLUDING BUT NOTLIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, ANDFIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULEDFOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR INSERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAINFULLY OPERATIONAL.12. IN GENERAL, THE OWNER RESERVES THE RIGHT TORETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROMTHE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BYTHE OWNER ARE TO BE REMOVED FROM THE SITE BY THECONTRACTOR AT CONTRACTOR'S EXPENSE.13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUSTPROTECTION AND/OR BARRICADING REQUIRED TOPROTECT ADJACENT SPACES AND EXISTING FINISHES.CONTRACTOR OS RESPONSIBLE TO REPAIR ANYDAMAGES CAUSED BY CONTRACTOR OR THEIRSUB-CONTRACTORS.14. PATCH AND REPAIR ANY DAMAGES TO FLOORS,WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS,ETC. AS A RESULT OF THE DEMOLITION PROCESS.MATCH EXISTING ADJACENT FINISHES AS CLOSELY ASPOSSIBLE.15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OFANY MATERIALS AND/OR EQUIPMENT, OR WITH THECONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALLCLARIFY THE QUESTIONS W/ THE DESIGNER BEFOREPROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/OTHE DESIGNERS AND OR OWNERS APPROVAL.16. TOTAL THICKNESS OF NEW WALLS SHALLMATCHTHAT OF ADJACENT WALLS.17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING,OR PATCHING OF WORK THAT MAY BE REQUIRED TOMAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALLNOT ENDANGER ANY OTHER WORK BY CUTTING,EXCAVATION, OR OTHERWISE ALTERING THE TOTALWORK OR ANY PART OF IT. ALL PATCHING REPAIRING,AND REPLACING OF MATERIALS AND SURFACES, CUTOR DAMAGE IN EXECUTION OF WORK, SHALL BE DONEW/ APPLICABLE MATERIALS SO THAT SURFACESREPLACED WILL, UPON COMPLETION, MATCHSURROUNDING SIMILAR SURFACES.18. ALL WORK SHALL BE SCHEDULED AND PERFORMEDSO AS NOT TO DISTURB ANY OTHER TENANTS IN THEBUILDING. ANY WORK THAT WILL DISTURB ANOTHERTENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALLBE PERFORMED MOST EXPEDITIOUSLY AND THEDISTURBED TENANT SHALL HAVE FULL USE OF THEPREMISE.19. ALL TRADES SHALL FURNISH ALL LABOR,EQUIPMENT, MATERIALS, AND PERFORM ALLNECESSARY, INDICATED, REASONABLY INFERRED ORREQUIRED BY ANY CODE W/ JURISDICTION TOCOMPLETE THEIR SCOPE OF WORK FOR A COMPLETEAND PROPER FINISHED JOB. ANY CUSTOMARY ANDNECESSARY ITEMS WHICH ARE REASONABLY IMPLIEDAND REQUIRED TO COMPLETE PROPERLY THE WORKOUTLINED SHALL BE FURNISHED, EVEN IF NOTSPECIFICALLY SHOWN ON THE DRAWINGS ORMENTIONED IN THE SPECIFICATION.20. CONTRACTOR IS RESPONSIBLE FOR ALLCONSTRUCTION CLEAN-UP, DURING AND FINAL.21. THE AMERICANS WITH DISABILITIES ART (ADA) ISSUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORYINTERPRETATIONS. THESE PLANS AND ANYACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENTTHE DESIGNER'S OPINION REGARDING ITSINTERPRETATION OF THE ADA AS IT APPLIES TO THESUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTYOR GUARANTEE THAT SAID PLANS COMPLY WITH ANYOR ALL POSSIBLE INTERPRETATIONS OF THE ADA BYOTHERS. Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formGeneral Notes See DetailsGN Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formCal Green See DetailsCG-TIM RADUENZ - FORM+ONE4843 SILVER SPRINGS DRIVEPARK CITY, UT 8409803.10.2022SWA1.0NAME4.0/4.1A2.0A2.0, #1A2.0, #2A2.0, #3A2.0, #4A2.0, #5ME2.0, #36ME2.0, #37ME2.0, #20 /NAA2.0, #31A2.0, #6A2.0, #7A2.0 / A2.2ME2.0, #38ME2.0, #39ME2.0, #41ME2.0, #42A2.0, #24A2.0 / NOTE #37NA, MAIN HOUSEHAS IT COMP.ME2.0, #47T1.0, #2T1.0, 33A2.0, #23 + #26ME2.0, #48A2.0, CG #4A2.0, #20A2.0, #21ME2.0, #17ME2.0, #51ME2.0, #52T1.0,#42735 BURLINGVIEW DR.ME2.0, #50BUILDING COMMENTSREVIE: 02-10-21 02-10-21A2.0, CG #7A2.0, CG #1A2.0, CG #6A2.0, CG #2A2.0, CG #3A2.0, CG #5GREEN BUILDING MEASURE1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDER ANDINSTALLED AT THE TIME OF FINAL INSPECTION. 2019 CGC §4.304.12. A MINIMUM OF 65% OF THE NON- HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED AT THE SITE WILLBE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME AND 2019 CGC§4.4083. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2019 CGC§4.410.14. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS,SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TOTHE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2019 CODE REQUIREMENT. 2019 CGC§703.15. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THEHEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTSOPENINGS WILL BE COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCINGAGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1).1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE INFRONT OF THE W.C. PER CPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PERCPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC., PERCPC5.NA6. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPEDWITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT.504.CAL GREEN SITE DEVELOPMENT1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TOMANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE IS SUFFICIENT.2019 CGC 4.106.22. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWSFROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGEPATH. 2019 CGC 4.106.33. ELECTRICAL VEHICLE (EV( CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS2019 CGC 4.106.4GENERAL NOTES Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formSee DetailsSWBMP'S & Pollution Prevention CLASS A: FIRE RATED(E) ASPHALTLOWER ROOF3.5/12 SLOPECLASS A: FIRE RATED(E) ASPHALTLOWER ROOF(E) VALLEY(E) RIDGE (N) SADDLE(N) VAL L E Y (E) RIDGE3.5/12 SLOPE 3.5/12 SLOPE 3.5/12SLOPECLASS A: FIRE RATED(E) ASPHALTLOWER ROOF3.5/12SLOPE(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) FIRST FLOOR OUTLINEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED2% SLOPE2% SLOPE2% SLOPE2% SLOPEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED2% SLOPE1'-6" PARAPET WALL(E) D.S.(E) D.S.(E) D.S.(E) D.S.(N) D.S.(E) CHIMNEY (PROTECT)6"3.5/12SLOPEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED3.5/12 SLOPE 3.5/12 SLOPEMETAL STANDING SEAM(N) METAL ROOFCLASS A: FIRE RATED5'-10"10'-4"6'-3 1/2"6'-3 1/2"STORY POLE LEGEND: = STORY POLE = PLASTIC NETTING = GROUND STAKESTORY POLE NOTES:1. HEIGHTS ARE BASED FROM FINISHED ROOFRIDGE LINE OF EXISTING HOUSE.2. CONFIRM ALL REQUIREMENTS WITH TIMRADUENZ - FORM+ONE - 415-819-03043. REQUIRED FOR NEIGHBORS TO SEE HEIGHT+ SCALE OF PROJECT.6'-3 1/2"6'-3 1/2"Story Pole Plan See DetailsSPSPScale: 1/4 = 1'-0"1STORY POLE PLAN Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formGENERAL GUIDELINES FROM BURLINGAME, THIS IS TO HELPCONTRACTOR INSTALL POLES CORRECTLY2GENERAL GUIDELINES SP Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formPhoto Renders of Proposed House See DetailsPH B.352 SQ.FT.CP.48 SQ.FT.A.1,609 SQ.FT.C.216SQ.FT.48'-6 1/2"62'-9 1/2"48'-6 1/2"5'-11"3'-7 1/2"6'-0"3'-7 1/2"9'-4 1/2"22'-7 1/2"19'-1"15'-2"14'-3"34'-3 1/2"7'-0"11'-3 1/2"11'-3 1/2"4'-9"5'-4"12'-5 1/2"5'-1 1/2" 14'-4"5'-5" 19'-9"22'-10 1/2"20'-1 1/2" 6'-3"13'-4 1/2"36x72 ISLAND13'-8 1/2"6"D.1,312 SQ.FT.17'-0"9'-9 1/2"5'-10"62'-9"3 1/2"19'-3"5'-2"3 1/2"3'-2"29'-0"8'-7 1/2"3 1/2"3 1/2"6'-7 1/2"14'-1"5 1/2"3 1/2"4'-0"7'-8 1/2"2X4 WALL3 1/2"12'-0"2'-0"3 1/2"10'-8"6"12'-11 1/2"6"Floor Area Calc.See DetailsFARFLOOR AREA CALC.-LOCATIONAREA FARSQ. FT.:COMPLETE FARAB1,609352REMARKS:TOTAL:LOT SIZE: 10,003 SQ. FT.DETAILSAPN = 027-261-060MAX ALLOWABLE FAR=FAR = LOT SIZE X 32% + 1,100 = LIVEABLE SQ. FT. 10,003 SQ FT. X 32% + 1,100 = 4,301 SQ. FT.FIRST FLR SUB-TOTAL:3,489(FIRST FLOOR)MAX FAR = 4,301 SQ.FT.FAR1CP0Scale: 1/4" = 1'-0"MAX ALLOWABLE LOT COVERAGE = LOT SIZE X 40% = ALLOWABLE LOT COVERAGE 10,003 SQ FT. X 40% = 4,001 SQ FT.EXISTING PORCHEXISTING GARAGEEXISTINGLOT COVERAGESQ. FT.:1,609352483,4892,225 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :03-01-22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formFLOOR AREA CALC.-(NEW 2ND FLOOR)FAR2Scale: 1/4" = 1'-0"D1,312SECOND FLR (N) 2ND FLR.0C216(N) 1ST FLR. (ADDITION)216MAX LOT = 4,001 SQ.FT. L NACT STAEOFI FORLIA RLICE NS EDAUSNDYEVRONo.RevisionsDrawing Number:Date Scale Design Drawn Approved Job NoOF THRESHOLDEL=102.26'UTILITYPOLEBRICKCOLUMNOHE(E) ELECTRICMETEROHE OHEOHEOHEGRAVITY(E)BLOCKWALL(PROTECT)GRAVITYBLOCKWALL(E) PAVER DRIVEWAY(PROTECT)103.27(E) CONC. WALK(PROTECT)(E) CONC. PATIO(PROTECT)GARAGEEL=97.12'(E) GASMETERCONC.CONC. ROLL GUTTERROCKWALL(E) ROCK WALL(PROTECT)CONCRETECROSSDRAINSSEWER(E) 4"MADRONASTREE(PROTECT)(E) 2" OLIVE(PROTECT)(E) 5"MADRONASTREE(PROTECT)AREADRAINAREADRAINAREADRAIN1101101051051009510095S 57°17'17" W 83.07'S 32°42'43" E 100.62' S 32°42'43" E 100.00'S 57°17'17" W 100.00'B U R L I N G V I E W A V E N U ELOT AREA10,003 SQ. FT.( 5 0 ' R / W )L=16.94'R=232.56'D=4°10'29"88.13100.00101.35112.60108.00CHIMNEY(E) PLANTER(PROTECT)20' FRONT SETBACKSECOND FLOOR20' REAR SETBACKSECOND FLOOR7' SIDE SETBACK 7' SIDE SETBACKSEWERCLEANOUT(E) STONE WALK(PROTECT)(E) STONE PATIO(PROTECT)SECOND FLOOR ADDITION OUTLINE(E) FIRST FLOOR OUTLINE(E) FIRST FLOOR OUTLINE(E) HEDGE (PROTECT)(E) HEDGE (PROTECT)(E) 6' WD. FENCE(PROTECT)(E) 6' WD. FENCE(PROTECT)(E) 6' WD. FENCE(PROTECT)(E) DECORATIVEMETAL FENCE(PROTECT)(E) METAL GATE(PROTECT)(E) METAL GATE(PROTECT)(E) HEDGE (PROTECT)REPLACE ALL CURB, GUTTER, DRIVEWAY, AND SIDEWALK FRONTING SITE. PLUG ALLEXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL TOCITY SEWER CLEANOUT. NEW WATER SERVICE TO WATER METER. WHEN APPLICABLEWATER LINES ABOVE 2" AND ALL FIRE SERVICES OF ANY SIZE ARE TO BE INSTALLED BYAPPLICANT AND PER CITY STANDARD PROCEDURES AND SPECIFICATIONS.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(N) D.S.WATERWATERMETER(E) METAL FENCE(PROTECT)PARKINGSPOT #1PARKINGSPOT #2PARKINGSPOT #396.2292.809 0 48'-3" FRONT SETBACKSECOND FLOOR 21'-6 1/2"SIDE SETBACKFIRST + SECOND FLOOR15'-11 1/2" SIDE SETBACKSECOND FLOOR19'-9" FRONT SETBACKFIRST FLOOR 17'-6" REAR SETBACKFIRST FLOOR 20'-0" REAR SETBACKSECOND FLOOR29'-11" SIDE SETBACKFIRST FLOOR(E) CHIMNEYTHRESHOLDEL=102.26'UTILITYPOLE(E) BRICKCOLUMN(E) ELECTRICMETEROHE OHEOHEOHE(E) GRAVITYBLOCK WALL(E) GRAVITYBLOCK WALL(E) PAVERDRIVEWAY(E) HEDGE(E) HEDGEHEDGE(E) PAVERDRIVEWAY(E) CONC. WALK (E) CONC.PATIOGARAGEEL=97.12'(E) GASMETER(E) CONC.(E) CONC. ROLL GUTTER(E) ROCKWALL(E) ROCKWALL(E) CONCRETE(E) CROSSDRAINS(E) SEWERCLEANOUT(E) SEWERCLEANOUT(E) HEDGE(E) 4"MADRONASTREE(E) 2"OLIVE(E) STONE WALK(E) STONEPATIO(E) PAVERSRIDGE=110.25RIDGE =113.38 (E) 5"MADRONASTREE (E) CONC. WALK(E) AREADRAIN(E) AREADRAIN(E) AREADRAIN(COVERED)(E) CARPORTS 57°17'17" W 83.07'S 32°42'43" E 100.62'S 32°42'43" E 100.00'S 57°17'17" W 100.00'B U R L I N G V I E W A V E N U ELOT AREA10,003 SQ. FT.( 5 0 ' R / W )L=16.94'R=232.56'D=4°10'29"(E) 6' WD. FENCE(E) DECORATIVEMETAL FENCE15' (E) REAR SETBACKFIRST FLOOR7' SIDE SETBACK 7' SIDE SETBACK WATERWATERMETER88.13101.35112.60108.0096.2292.80110110105105100951009590 15' (E) FRONT SETBACKFIRST FLOOR21'-6 1/2"SIDE SETBACKFIRST FLOOR19'-9" FRONT SETBACKFIRST FLOOR 17'-6" REAR SETBACKFIRST FLOOR29'-11" SIDE SETBACKFIRST FLOOR Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formExisting + Proposed Site Plan See DetailsA1.0A1.0Scale: 3/32 = 1'-0"2PROPOSED SITE PLANGENERAL NOTES & SCOPE1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION,CONSULT ARBORIST AS REQUIRED.2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREEMAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKSDIVISION (558-7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT.3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCELANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS.4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGESTORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.35. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREASCAL GREEN SITE DEVELOPMENT1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENTA PLAN TO MANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMPPAGE IS SUFFICIENT. 2019 CGC 4.106.22. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACEWATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOTALTER THE DRAINAGE PATH. 2019 CGC 4.106.33. ELECTRICAL VEHICLE (EV( CHARGING, PARKING SPACES: COMPLY W/ RELEVANTSECTIONS 2019 CGC 4.106.4PUBLIC WORKS NOTES1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1)REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUGALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4"LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FORSERVICES OF FIRE LINE ARE TO BE INSTALLED PER =CITY STANDARDPROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF WAY.2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES ORFIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURESAND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FORCONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVERWILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICECONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICEPERMIT FOR REVIEW AND APPROVAL.STORMWATER CHECKLIST NOTES1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATERFOR IRRIGATION OR OTHER NON-POTABLE USE.2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTOVEGETATED AREAS.3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTOVEGETATED AREAS.4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLESURFACES.5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASEDDETENTION.6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, ANDMINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY.7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OREQUIVALENT.8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSESPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/ORDISEASE-RESISTANT, DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIALINSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS.9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE ORSANITARY SEWER.10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTILPERMANENT EROSION CONTROLS ARE ESTABLISHED.11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS,EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREESTO BE PROTECTED AND RETAINED, DRAINAGE COURSES.12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THEFOLLOWING: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSIONAND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS ANDSCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION , ANDSTORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C)SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS ANDSCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARYAND OR PERMANENT IRRIGATION13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRYWEATHER14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHENDEWATERING AND OBTAIN ALL NECESSARY PERMITS.15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENTCONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS)16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS,EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS ORJUTE MATS, COVERS FOR SOIL STOCK PILES, ETC.17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFFAROUND THE SITE (E.G SWALES AND DIKES)18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROMCONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENTBARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESSPOINTS.20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN ADESIGNATED AREA WHERE WASHWATER IS CONTAINED AND TREATED.21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTESPROPERLY TO PREVENT CONTACT WITH STORMWATER.22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALLEMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS,INCLUDING PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUMPRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROMARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORMDRAINS AND WATERCOURSES.A1.0Scale: 3/32 = 1'-0"1EXISTING SITE PLAN THRESHOLDEL=102.26'OHE(E) ELECTRICMETEROHE OHEOHEOHE(E) PAVER DRIVEWAY(PROTECT)(E) CONC. WALK(PROTECT)(E) CONC. PATIO(PROTECT)GARAGEEL=97.12'(E) GASMETERS 57°17'17" W 83.07'S 32°42'43" E 100.62' S 32°42'43" E 100.00'S 57°17'17" W 100.00'B U R L I N G V I E W A V E N U ELOT AREA10,003 SQ. FT.( 5 0 ' R / W )RIDGE=107.44 L=16.94'R=232.56'D=4°10'29"CHIMNEY(E) PLANTER(PROTECT)20' FRONT SETBACKSECOND FLOOR20' REAR SETBACKSECOND FLOOR7' SIDE SETBACK 7' SIDE SETBACK(E) STONE WALK(PROTECT)(E) STONE PATIO(PROTECT)SECOND FLOOR ADDITION OUTLINE(E) FIRST FLOOR OUTLINE(E) FIRST FLOOR OUTLINE(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(N) D.S.WATERWATERMETER88.13101.35112.60108.0096.2292.8011011010510510095100959 0 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formDrainage Plan / Impervious Surface See DetailsA1.1A1.1Scale: 1/8 = 1'-0"1PROPOSED DRAINAGE PLAN / IMPERVIOUS SURFACEIMPERVIOUS SURFACE CALC3,578 SQ. FT. (IMPERVIOUS SURFACE AREA) / 10,003 SQ. FT. (LOTSIZE) = 35.77%A1.1Scale: 1/8 = 1'-0"2STRAW ROLL DETAIL (E)(E)(E)(E)(E)(E)(E)(E)ATTICACCESS(E)(E) BATH-1(E) TILETEMP.(E)(E)(E) KITCHEN(E) WD(E) BATH-2(E) TILE(E)(E)(E)O.H. DR(E)(E)(E)WASHER(E)DRYER(E)SINK(E)(E)(E) SITTING(E) WD(E)(E)(E)(E) BATH-3(E) TILE(E)(E)(E)(E) FAMILY(E) WD(E) ENTRY(E) WD(E) DINING(E) WD(E) GARAGE(E) CONC.(E)48'-6 1/2"62'-9 1/2"48'-6 1/2"62'-9 1/2" 5'-11" 3'-7 1/2"6'-0"3'-7 1/2"(E) M.BED(E) WD(E) BED 1(E) WD(E) BED 2(E) WD9'-4 1/2" 22'-7 1/2"19'-1"15'-2"14'-3"34'-3 1/2"10'-6"10'-0 1/2"8'-9 1/2"5'-0"5'-4"11'-9"5'-9 1/2" 14'-4"5'-5" 19'-9"22'-10 3/4"20'-1 1/2" 5'-7"14'-6 1/2"(E) WHUP(E)(E)LEGEND:EXISTING WALLSWALLS/ITEMS TO BE REMOVESNEW WALLS18'-9"18'-7"VERIFY TUB REMOVAL OR SAVING20.04% OF EXTERIOR WALLS TO BE ALTERED(52.58 LF TO BE ALTERED / 262.33 LF TOTAL)31.61% OF GARAGE WALLS TO BE ALTERED(23.92 LF TO BE ALTERED / 75.67 LF TOTAL) Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formAs Built Floor Plan See DetailsAB2.0AB2.0Scale: 1/4 = 1'-0"1EXISTING/DEMO FLOOR PLAN (N) BATH-1(N) TILETEMP .(E) KITCHEN(N) WD(N)(N) 16/0O.H. DR(E)(R) 6/0(E) SITTING(N) WD(E)(E)(E)(E) BATH-3(E) TILE (PROTECT)(E)(E)(E)(E) FAMILY(N) WD(E) ENTRY(N) WD(E) DINING(N) WD(E) GARAGE(E) CONC.48'-6 1/2"62'-9 1/2"48'-6 1/2"62'-9 1/2" 5'-11" 3'-7 1/2"6'-0"3'-7 1/2"(N) BED-3(N) WD(N) MUD(N) TILE(N) BED-2(N) WD9'-4 1/2" 22'-7 1/2"19'-1"15'-2"14'-3"34'-3 1/2"7'-0"11'-3 1/2"11'-3 1/2"4'-9"5'-4"12'-5 1/2"5'-1 1/2" 14'-4"5'-5" 19'-9"22'-10 1/2"20'-1 1/2" 6'-3"13'-4 1/2"(N)2/0UP(N) STAIRSDN(N) REC(N) WD OR TILE (N) 5/0MURPHY BEDQUEEN - 60x8030x7224x36(N) 6/036" REF.(E) CLT.(N) WD(N)2/8(N)2/6(N)12/0TEMP.SLIDER(N)5/0(N)2/0TEMP.(N)2/6(N) 2/6(N)2/6DBL. HANG 18x18QUEEN - 60x8018x18TV(N)2/0DBL. HANGSHELVES18x18QUEEN - 60x8018x18TV(N)3/0LIN. CLT.(N) WD(N)8/0SLIDERTEMP(E)(E)(E)DESK 24X60(N)2/4(N)5/0(N)36x72 ISLANDWASHERDRYER2/6(N)2/6(N)7/0(N) WOOD STAIRS13'-8 1/2"6"7' CLG. HT.2ND FLR. OUTLINETVA4.01A4.01(N)2/036x36(E)(E) BATH-2(N) TILE(N) TILE, COUNTERTOP,SINK + FAUCET, SAVE +PAINT (E) CABINETSABOVE (E) GARAGE18'-1 1/2"18'-9"A4.03A4.03A4.02A4.02001002003100101102103104105106107108110EGRESS109(N) CLT-3(N) WD(N)2/1018'-0"9'-0"9'-0"7'-0" CAR HOODCLEARANCE UNDER (N)STAIRS - SEE BUILDINGSECTION 2/A4.0PARKINGSPOT #1PARKINGSPOT #2(N)2/236" STOVE36" GAS STOVEIN-FILL(N)(N)(N)IN-FILLVERIFY TUB REMOVAL OR SAVING16'-2"LEGEND:EXISTING WALLSWALLS/ITEMS TO BE REMOVESNEW WALLS Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formProposed First Floor Plan See DetailsA2.0A2.0Scale: 1/4 = 1'-0"1PROPOSED 1ST FLOOR PLANRELATED CODE REQUIREMENTS: (EGRESS + WINDOWS + DRS.)1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET.2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20"3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"4. MAX. U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS 2019 CEC 150.0 (Q)5. MAX. TOTAL AREA, 20%, NO MAXIMUM FOR WEST FACING AREA TABLE 150.1-A, & B6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC REQUIREMENT TABLE 150.1-A, & B7. DOOR MAX. U-FACTOR: 0.20 TABLE 150.1A, & B2019 CODE REQUIREMENTS: (PLUMBING)1. REQUIRES NON-COMPLIANT PLUMBING FIXTURES TO BE REPLACED BY WATER-CONSERVING PLUMBINGFIXTURES WHEN A PROPERTY IS UNDERGOING ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TOALL RESIDENTIAL AND COMMERCIAL PROPERTY BUILT PRIOR TO JANUARY 1, 1994. DETAILS CAN BE FOUNDATHTTP://LEGINFO.CA.GOV/PUB/09-10/BILL/SEN/SB0401-0450/SB407 BILL 20091011 CHAPTERED.HTML.2. PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CAL GREEN SECTION 301.1,FOR ALL BUILDINGALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBINGFIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BEUPGRADED. WATER CLOSETS WITH A FLOW RATE EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITHW.C. W/ A MAX. FLOW RATE OF 1.28 GPF. SHOWER HEADS W/ A FLOW RATE GREATER THAN 2.5 GPM WILLNEED TO BE REPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. LAVATORY & KITCHEN FAUCETS W/ A FLOWRATE GREATER THAN 1.8 GPM WILL NEED TO BE REPLACED W/ A FAUCET W/ MAX. FLOW RATE OF 1.5 GPM(OR 1.8 GPM FOR KITCHEN FAUCETS)RELATED CODE REQUIREMENTS: (BATHS) (CONT.):PLUMBING:- SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL (ANIT-SCALD) TYPE VALVE. TOILETS MUSTHAVE A MIN. CLEAR SPACE OF 30" WIDE, & 24" CLEAR SPACE IN FRONT. IF NEW, TOILETS MUST BE WATERCONSERVING 1.28 GALLON. SHOWER DOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 22" WIDE, THESHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS,REGARDLESS OF SHAPE,MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JOB-FORMED SHOWER PAN LINER MUST SLOPE 14"PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPECTED UNDER TEST PRIOR TO COVERING.RELATED CODE REQUIREMENTS: (BATHS) (CONT.):BUILDING:- SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" ABOVE THE DRAIN INLET WITH MATERIAL THAT ISNOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE ITWILL BE EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ON CEILINGS.CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANT FASTENERS IS AN APPROPRIATEBACKING MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL BATHROOMS IS 7'-0". SAFETYGLAZING ISREQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOM EDGE OF GLASS IS LESSTHAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALLBEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDING CODE.RELATED CODE REQUIREMENTS: (BATHS)(CONT.)ELECTRICAL:- IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THE OUTSIDE EDGE OF EACHBASIN, THIS RECEPTACLE AND ANY OTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED.- A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETS ONLY, OR A SINGLEBATHROOM.- LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED BY A MANUAL ON OCCUPANTSENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASE FLUORESCENT WITHELECTRONIC BALLAST.MECHANICAL:- A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULD BE 3-FEET FROMBUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING.GENERAL NOTES:1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE INFRONT OF THE W.C. PER CPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANSPER CPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC.,PER CPC5.WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE W/ 1.28 GALLONS MAX. PER FLUSH, PER CPC &GCG 4.303.1.16. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BEEQUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACESPER CMC SECT. 504.7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, TYP.8. SUB- PANEL ELECT., VERIFY LOCATION W/ OWNER.9. ALL SHOWER HEADS TO HAVE 1.8 GPM @ 60 PSA FLOW MAX. PER 2019 CPC SECT. 408.2 & (CGC 4.303.1.2)10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALL FINISHES TO BE OFSMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2 (CEMENT BASED)11. NA12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, + KITCHEN FAUCETS TO HAVE 1.8 GPM FLOW MAX. PER 2019CPC SECT. 403.7, & 403.6 (CGC 4.303.1.4.4)13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK-ACTING VALVES (I.E.)DISHWASHERS HOT WATER LINE AND THE HOT/COLD LINES OF THE CLOTHES WASHER) 2019 CPC 609.10.14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSURE BALANCE ORTHERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0.15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOR OUTSWING DOORS.16. (E) GAS METER LOCATION, PG&E, TYPICAL 36" FROM OPERABLE WINDOWS.17. (E) ELECTRICAL METER LOCATION TO BE MOVED PER PLANS.18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALL SLIDING AND IN-SWINGING DOORSSHALL BE LIMITED TO 7.75", AND NOT MORE THAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER2019 CRC R311.319. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10" PER CRC R311.7.4.20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. THE USEOF A 4" THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITHJOINT LAPPED NOT LESS THAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEENSUBMITTED AND APPROVED BY THE BUILDING DIVISION . 2019 CGC §4.505.2 AND CALIFORNIA RESIDENTIALCODE (CRC) §R5O6.2.321. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL ANDFLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURECONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2019 CGC§4.505.322. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIRED STANDARDS LISTED ON PLANS ANDARE IN ACCORDANCE TO CGC 4.303.1.3 AND CGC 403.1.423. ANY GAS FIREPLACE SHALL BE DIRECT-VENT SEALED-COMBUSTIBLE TYPE.2019 CGC 4.503.124. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS (NOT MORE THAN 7.75 INCHESLOWER THAN THE THRESHOLD FOR IN-SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.5INCHES LOWER THAN THE THRESHOLD FOR OUT-SWINGING DOORS) 2019 CRC R311.325. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION 150.0(C)226. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TO THE WEEKDAYS ANDNON-CITY HOLIDAYS BETWEEN 8:00 A.M AND 5:00 P.M.1. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BY TITLE-242. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATIONOR MIN. BY TITLE-243. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATIONOR MIN. BY TITLE-244. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT, INSULATION, TYPICAL.6. CEILING INSULATION, MIN. R-30 INSULATION REQUIRED.7. BUILDING ENVELOPE INSULATION: PER CLIMATE ZONE: 3 TABLE 150.1-A, & B8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOW GRADE, MEET STANDARDS INTABLE 150.1-A & B9. QUALITY INSULATION INSTALLATION INSPECTION (QII) IS REQUIRED BY A THIRD PARTY.INSULATION: (See Title-24 For Min.)POLLUTANT CONTROL NOTES:1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2019 CGC §4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS. 2019 CGC§4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING + PRODUCTREQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDING CODE. 2019 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENTFLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC§4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY FIBERBOARD COMPOSITE WOODPRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDING WILL COMPLY WITH THE LOWFORMALDEHYDE EMISSION STANDARDS. 2019 CGC §4.504.56. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC ANDCOMPLY W/ PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. PER 2019 CGC4.504.2.37. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL + REGIONAL AIRPOLLUTION OR AIR QUALITY MANAGEMENT STANDARDS 2019 CGC §4.504.2.1 10'-0"DN2/617'-0"13'-0 1/2"2'-3"6'-5 1/2"31'-9"9'-9 1/2"5'-10"62'-9"18x183 1/2"(N) BED-4(N) WD(N) BATH-3(N) TILE(N) RUMPUS(N) WD19'-3"18x18(N) STAIRS +42" STEEL RAILING5'-2"3 1/2"3'-2"29'-0"9'-5 1/2"3 1/2"3 1/2"5'-9 1/2"14'-1" (ALIGNED W/ GARAGE BELOW)(N) 5/0(N) 2/0(E) 1ST FLOOR OUTLINE (N) 5/0(N) 12/6(N) 9/6(N) 2/0(E) 1ST FLOOR OUTLINE2/8A D J . S H E L V E S KI N G 7 8 X 8 0 1 8 x 1 8 1 8 x 1 8 DBL. HANGER2/82/8TV24x48(N) CLT(N) WDUP(N) M. BED(N) WD(N) M. W.I.C.(N) WD5 1/2"3 1/2"4'-0"7'-8 1/2"VALLEYTEMP.TEMP.TVA4.01A4.01SHOWERON/OFF(N) 5/02X4 WALLDESK3 1/2"12'-0"STACKEDW/DOPTIONTVADJ. SHELVES2/6A4.03A4.032/4A4.02A4.02200EGRESSEGRESS201202202203204207208(N) 9/6TEMP.209TEMP.(N) HALL(N) WD(N) CLT.-4(N) WD(N) STUDY(N) WD2/6(N) 5/0EGRESS(N) 5/0EGRESS5/02/618x1818x18(N) BED-5(N) WD2'-0"3 1/2"10'-8"6"12'-11 1/2"6"4'-0"2'-10"2'-10"6"4'-6"3'-3" OPTION: PKT24" x 72" TRANSOM WINDOWS ABOVE.SEE ELEVATIONS AND WINDOWSCHEDULE FOR SPECS AND DETAILS3/12 VAULTED CLG3/12 VAULTED CLGON/OFF SHOWER 5/0 FREE STANDING TUBT E M P .(N) M. BATH(N) TILE2/8OPTIONBARN DOORTEMP.205206 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formProposed Floor Plan See DetailsA2.1A2.1Scale: 1/4 = 1'-0"1PROPOSED 2ND FLOOR PLAN NOTES:1. (EXISTING) (OGEE) G.S.M. GUTTERS, & (3" GSM)DOWNSPOUTS (MATCH EXISTING AS REQUIRED),LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDEWITH WITH 1/4" EDGE TURNED OVER ANDFASTENED WITH CLEATS. LAP JOINTS AT LEAST 4",BUT DO NOT SOLDER.2. N/A3. WHEN INSULATION IS INSTALLED IN ENCLOSEDRAFTER SPACES WHERE CEILINGS ARE APPLIEDDIRECT TO THE UNDERSIDE OF ROOF RAFTERS, AMINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED,INSULATION BAFFLE NEEDED.4. FLASHINGS AND COUNTER FLASHINGS SHALLNOT BE LESS THAN 0.016-INCH (28-GAGE)CORROSION RESISTANT METAL, AND VALLEYFLASHING5. AT THE JUNCTURE OF THE ROOF & VERTICALSURFACES, FLASHING & COUNTERFLASHINGSSHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE)6. NA7. TERMINATION OF ALL ENVIRONMENTAL AIRDUCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTYLINES OR ANY OPENING INTO THE BUILDING (I.E.DRYERS, BATH& UTILITY FANS, ETC., MUST BE 3'-0"AWAY FROM DOORS, WINDOWS, OPENINGSKYLIGHTS OR ATTIC VENTS, PER CODE8. N/A9. N/A10. ATTIC VENTILATION AT CALIFORNIA FRAMING TORECEIVE LOW PROFILE VENTS OR OPENING IN THEROOF SHEATHING BELOW11. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKINGTO RECEIVE 2" DIA HOLES IN EVERY BLOCKTYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW.12. ATTIC IS GETTING NEW INSULATION,VERIFY (E)FANS/VENTS TO WHAT IS REQUIRED ER CURRENTCODE.PLUMBING & HVAC NOTE:1. GROUP ALL EXHAUST FLUES TOGETHERWHEN POSSIBLE & LOCATE ON ROOFSSLOPING TO THE REAR OF HOUSE TYP. VERIFYLOCATION W/ DESIGNER.CLASS A: FIRE RATED(E) ASPHALTLOWER ROOF3.5/12 SLOPECLASS A: FIRE RATED(E) ASPHALTLOWER ROOF(E) VALLEY(E) RIDGE (N) SADDLE(N) VAL L E Y (E) RIDGE3.5/12 SLOPE 3.5/12 SLOPE 3.5/12SLOPECLASS A: FIRE RATED(E) ASPHALTLOWER ROOF3.5/12SLOPE(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) G.S.M. GUTTER (PROTECT)(E) FIRST FLOOR OUTLINEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED2% SLOPE2% SLOPE2% SLOPE2% SLOPEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED2% SLOPE1'-6" PARAPET WALL(E) D.S.(E) D.S.(E) D.S.(E) D.S.(N) D.S.(E) CHIMNEY (PROTECT)6"3.5/12SLOPEEPDM OR EQUAL(N) FLAT ROOFCLASS A: FIRE RATED3.5/12 SLOPE 3.5/12 SLOPEMETAL STANDING SEAM(N) METAL ROOFCLASS A: FIRE RATEDExisting/ Proposed Roof Plan See DetailsA2.2A2.2Scale: 1/4 = 1'-0"1PROPOSED ROOF PLANPLUMBING & HVAC NOTE:1. GROUP ALL EXHAUST FLUES TOGETHER WHENPOSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAROF HOUSE TYP. VERIFY LOCATION W/ DESIGNER. Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING form GRADE/TYPMTR LNSTUCCO/TYPCHIM VENT/TYPVIEW BLCKDBY WL LNCRAWLSPACEACS DR2x4 RFTR/TYP(BLCKD)5'-2"7'-10"3'-4 1/2" 16'-5" (E) LOT LINE(E) LOT LINE (E) LOT LINE 112.5' GRADED.S.D.S.45°D.H.E. LEFT SIDE92.80'AVERAGE T.O.C.94.46'30'-0"1ST FLR. SUB FLR.102.26'GARAGE LEVEL FLR.97.12'1ST FLR. T.O.W.110.09'RIDGE113.34'ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STANDARD, 3-COATSTUCCO8" WOOD SIDINGMITERED CORNERSWOOD/CLAD WDS + DRS(E) GRADE/TYP(E) MTR LN(E) STUCCO/TYPNEW PAINT(E) CHIM VENT(E) VIEW BLCKDBY WL LN(E) CRAWLSPACEACS DR(E) 2x4 RFTR (TYP.)(BLCKD)LOWER LEVEL SUB FLR.97.79'8"10'-3 1/2"10"26'-7"LOWER LEVEL T.O.P.108.08'2ND FLR SUB FLR. (LOWER)108.91'2ND FLR. T.O.P.118.25'9'-4"RIDGE123.75'5'-6"1ST FLR. SUB FLR.102.26'5'-2"7'-10"3'-4 1/2" 16'-5"GARAGE LEVEL FLR.97.12'1ST FLR. T.O.P.110.09'RIDGE113.34'NE2ND FLR. OUTLINE(E)(E)(E) (E)(E)(E)(N)TEMP.(N)TEMP.(N)(N)(E) ASPHALT SHINGLE ROOFING(E) DRIVEWAY(E) LOT LINE (E) HOUSE(N) ADDITION A/ (E) GARAGE(N) SECOND-FLOOR ADDITION112.5' GRADEGARAGE LEVEL FLR.97.12'D.S.(N)PRIVACY(N)12'-0"7'-6"45°D.H.E. LEFT SIDE 94.51'AVERAGE T.O.C.94.46'1'-8"30'-0"29'-11 1/2" OVERALL HEIGHT3'-4 1/2" (E) LOT LINED.H.E. RIGHT SIDE110.30'2ND FLR SUB FLR. (HIGHER).110.91'EGRESSEGRESSSTRUCTURAL (METAL) COLUMNSSEE STRUCTURAL PLANSALUM. / CLAD WDS. + DRS.8" WOOD SIDINGMITERED CORNERS12'-0"45°(N)10'-4"210211212213214215216 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formExisting + Proposed Elevations See DetailsA3.0A3.0Scale: 1/4 = 1'-0"1EXISTING FRONT ELEVATIONA3.0Scale: 1/4 = 1'-0"2PROPOSED FRONT ELEVATION GRADE/TYPCHIM VENT/TYP4x4 PST/TYP4x6 BM/TYP2x4 RFTR/TYPCONC RAMP LNIN FOREGROUNDSTUCCO/TYP5'-2"7'-10"3'-3"16'-3"(E) LOT LINE112.5' GRADE(E) LOT LINED.S.45°D.H.E. LEFT SIDE92.80'AVERAGE T.O.C.94.46'30'-0"1ST FLR. T.O.W.110.09'RIDGE113.34'1ST FLR. SUB FLR.102.26'GARAGE LEVEL FLR.97.12'ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STANDARD, 3-COATSTUCCO(E) GRADE/TYP(E) 2x4 RFTR(TYP.)(E) STUCCO/TYPNEW PAINT1ST FLR. T.O.P.110.09'5'-2"7'-10"3'-3"16'-3"EGRESSTEMP.TEMP.LOWER LEVEL SUB FLR.97.79'10'-3 1/2" 10" 26'-7"LOWER LEVEL T.O.P.108.08'2ND FLR SUB FLR. (LOWER).108.91'2ND FLR T.O.P.118.25'9'-4"RIDGE123.75'5'-6"GARAGE LEVEL FLR.97.12'8"RIDGE113.34'NE2ND FLR. OUTLINE(E) ELEC. METER(N)(N)(N)(N)(N)(N)(N)(N)(E) LOT LINE(E) ASPHALT SHINGLEROOFEGRESS(E) HOUSE(N) ADDITION(N) ADDITION(N) SECOND-FLOOR ADDITION1ST FLR. SUB FLR.102.26'(E) LOT LINE112.5' GRADEGARAGE LEVEL FLR.97.12'8'-0"(E) DRIVEWAYD.S.(N)12'-0" 7'-6"45°2ND FLR SUB FLR. (HIGHER).110.91'D.H.E. LEFT SIDE94.51'3'-4 1/2"D.H.E. RIGHT SIDE110.30'AVERAGE T.O.C.94.46'1'-8" 30'-0" 29'-11 1/2" OVERALL HEIGHT (N)8" WOOD SIDINGMITERED CORNERSSTANDARD, 3-COATSTUCCOALUM. / CLAD WDS. + DRS.STRUCTURAL (METAL) COLUMNSSEE STRUCTURAL PLANS12'-0"45°(N)EGRESS10'-4"METAL STANDING SEAMROOF(N)TEMP. Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formExisting + Proposed Elevations See DetailsA3.1A3.1Scale: 1/4 = 1'-0"1EXISTING REAR ELEVATIONA3.1Scale: 1/4 = 1'-0"2PROPOSED REAR ELEVATION CHIM VENT/TYPGRADE/TYPSTUCCO/TYP4x4 PST/TYP4x6 BM/TYP2x4 RFTR/TYP5'-2"7'-10"3'-3"16'-3 1/2"D.S.GARAGE LEVEL FLR.97.12'1ST FLR. SUB FLR.102.26'1ST FLR. T.O.W.110.09'RIDGE113.47'G.S.M. GUTTER SYSTEM(PAINTED), TYP.ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STANDARD, 3-COAT STUCCO8" WOOD SIDINGMITERED CORNERSWOOD/CLAD WDS + DRS(E) MDF DR.(E) CHIM VENT(E) GRADE/TYPLOWER LEVEL SUB. FLR.97.79'8"10'-3 1/2"10"26'-7" 5'-2"7'-10"3'-4 1/2" 16'-5"1ST FLR. T.O.P. (LOWER)108.08'2ND FLR. SUB FLR. (LOWER)108.91'2ND FLR. T.O.P.118.25'9'-4"RIDGE123.75'GARAGE LEVEL FLR.97.12'1ST FLR. T.O.P. (HIGHER)110.09'RIDGE113.47'TEMP.5'-6"NE2ND FLR. OUTLINE(E)(E)(E)(E)(E)(N)TEMP.(N)TEMP.(N)(N) SECOND-FLOOR ADDITION(E) ASPHALT SHINGLE ROOFING(E) HOUSE1ST FLR. SUB FLR.102.26'GARAGE LEVEL FLR.97.12'(E) HOUSE(E) DRIVEWAY6'-3 1/2"D.S.TEMP.(N)EGRESS(N)STANDARD, 3-COAT STUCCO8" WOOD SIDINGMITERED CORNERSALUM. / CLAD WDS. + DRS.(E) 8" WOOD SIDINGMITERED CORNERS(E) STUCCO(N) MDF + TEMP.GLASS GARAGE DOORSTRUCTURAL (METAL) COLUMNSSEE STRUCTURAL PLANS Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formExisting + Proposed Elevations See DetailsA3.2A3.2Scale: 1/4 = 1'-0"1EXISTING LEFT ELEVATIONA3.2Scale: 1/4 = 1'-0"2PROPOSED LEFT ELEVATION 2x4 RFTR/TYPSTUCCO/TYPVENTCHIM VENT/TYP5'-2"7'-10"3'-3"16'-3"D.S.1ST FLR. SUB FLR.102.26'RIDGE113.47'1ST FLR. T.O.W.110.09'GARAGE LEVEL FLR.97.12'8" WOOD SIDINGMITERED CORNERSARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STANDARD, 3-COAT STUCCO(E) 2x4 RFTR(TYP.)(E) STUCCO/TYPNEW PAINTVENT(E) CHIM VENT1ST FLR. SUB FLR.102.26'RIDGE113.47'1ST FLR. T.O.P. (HIGHER)110.09'5'-2"7'-10"3'-3"16'-3"TEMP.1ST FLR. SUB FLR.102.26'7'-10" 9" 21'-6"1ST FLR. T.O.P.110.09'2ND FLR. SUB FLR. (HIGHER)110.91'2ND FLR. T.O.P.118.25'7'-4"RIDGE123.75'5'-6"NE2ND FLR. OUTLINE(E)(N)(N)(N) SECOND-FLOOR ADDITION(E) ASPHALT SHINGLE ROOFING(E) HOUSEGARAGE LEVEL FLR.97.12'D.S.6'-3 1/2"8" WOOD SIDINGMITERED CORNERSARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.8" WOOD SIDINGMITERED CORNERSSTANDARD, 3-COAT STUCCOALUM. / CLAD WDS. + DRS.31210'-4" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formExisting + Proposed Elevations See DetailsA3.3A3.3Scale: 1/4 = 1'-0"1EXISTING RIGHT ELEVATIONA3.3Scale: 1/4 = 1'-0"2PROPOSED RIGHT ELEVATION (N) M. BED(N) HALL(E) HALL(N) LIN. CLT.(N) BED-3(N) REC RM.LOWER LEVEL SUB. FLR.97.79'8"10'-3 1/2"10"22'-7 1/2"1ST FLR. T.O.P. (LOWER)108.08'2ND FLR. SUB FLR. (LOWER)108.91'2ND FLR. T.O.P.118.25'9'-4"RIDGE119.75'1'-6"NEGARAGE LEVEL FLR.97.12'1ST FLR. SUB FLR.102.26'5'-2"7'-10" 10" 26'-8"GARAGE LEVEL FLR.97.12'1ST FLR. T.O.P.110.09'(E) CRAWLSPACE(N) STUDY(N) BED-52ND FLR. SUB FLR. (HIGHER)110.91'2ND FLR. T.O.P.118.25'7'-4"RIDGE123.75'5'-6"LOWER LEVEL SUB. FLR.97.79'8"10'-3 1/2" 10"22'-7 1/2"1ST FLR. T.O.P. (LOWER)108.08'2ND FLR. SUB FLR. (LOWER)108.91'2ND FLR. T.O.P.118.25'9'-4"RIDGE119.75'1'-6"GARAGE LEVEL FLR.97.12'1ST FLR. SUB FLR.102.26'5'-2"7'-10"GARAGE LEVEL FLR.97.12'1ST FLR. T.O.P.110.09'(E) HALL(E) BED-3(E) GARAGE(E) CRAWLSPACE5'-2"(N) RUMPUS(N) M. BED(N) BATH-3(N) STUDY(N) BED-57'-0" CAR CLEARANCE 16'-2"10"26'-8"2ND FLR. SUB FLR. (HIGHER)110.91'2ND FLR. T.O.P.118.25'7'-4"RIDGE123.75'5'-6"NE Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formProposed Building Sections See DetailsA4.0A4.0Scale: 1/4 = 1'-0"1PROPOSED BUILDING SECTIONA4.0Scale: 1/4 = 1'-0"2PROPOSED BUILDING SECTION (E) GARAGE(N) REC ROOM(N) W.C.(N) M. BATH(N) RUMPUS(N) HALLDOORWAY TOBED-4 BEYONDSTAIRWELL TOFIRST FLR.LOWER LEVEL SUB. FLR.97.79'8"10'-3 1/2"10"1ST FLR. T.O.P. (LOWER)108.08'2ND FLR. SUB FLR. (LOWER)108.91'2ND FLR. T.O.P.118.25'9'-4"NEGARAGE LEVEL FLR.97.12'STAIRS ABOVE5'-2" 26'-7"RIDGE123.75'5'-6"(E)(E)D.S.5'-2"7'-10"3'-4 1/2" 16'-5"GARAGE LEVEL FLR.97.12'1ST FLR. T.O.P. (HIGHER)110.09'RIDGE113.47'1ST FLR. SUB FLR.102.26'7'-0" VEHICLE CLEARANCE Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formProposed Building Sections See DetailsA4.1A4.1Scale: 1/4 = 1'-0"1PROPOSED BUILDING SECTION 5/8"3 1/2"4 3/4"2 x4MIN. R-13 (SOUND BATT) @ALL BATHROOMS/LAUNDRY5/8" TYPE X GYPSUM BD.TYPCIAL THROUGHOUT HOUSESMOOTH FINISH OR MATCH EXISTING CONDITION2x4 STUD WALL @16" O.C. S.S.D.STAGGER JOINTS EACH SIDE(LOAD BEARING ONLY)NOTES:SEE WWW.GPGYPSUM.COM FORTECHNICAL SPEC'S3/4"5/8"1/2"5 1/2"7 3/8"2 x 6R-21 FIBERGLASS BATT INSULATIONFOR 2x6 WALLS, TYPICAL. IF TITLE-24 SHOWSLOWER MINIMUMS,FOLLOW MORE STRINGENT VALUES.APA RATED SHEATHING EXPOSURE 112" PLYWOOD OR OSBSTUCCO (PAINT)MIN. 2X6 STUDS @ 16" O.C.58" DENSARMOR PLUS FIREGUARD, ORTOUGHROCK FIREGUARD GYPSUM BD.APPLIED VERTICALLY OR HORIZONTALLYTO STUDS W/ 1-7/8" 6D COATED NAILS 7"O.C. STAGGER JOINTS EACH SIDEBENJAMIN OBDYKE (HYDRO-GAP)ICC - ES REPORT ESR-3394 WALL SIDINGUNDERLAYMENT, OR APPROVED EQUALNOTES:A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETSB. REMOVE RIPCORD® FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATIONC. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIERD. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIER® WB PRIMER TO PROMOTE VYCOR ADHESIONE. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPSF. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCKG. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYLEXTERIOR WALLSILL PLATE(SEE VCRDET-106 FOR OPTIONS)GRACEVYCOR PLUS123MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCOR PLUSWINDOW WITH NAILING FLANGE(SET IN SEALANT EXCEPT ALONGSILL FLANGE)GRACEVYCOR PLUSGRACE VYCORNER™ ORCORNER PATCH RECOMMENDED(SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS)GRADE LINESTANDARD BRICKMOULD, TYP.STANDARDBRICKMOULD, TYP.SIDINGAS PERELEVATIONSREGGIO STANDARDVENT W/ INSECTSCREEN BEHIND (BLK.ALUM. SCREEN &VENT)REGGIO STANDARDVENT W/ INSECTSCREEN BEHIND (BLK.ALUM. SCREEN &VENT)1'-4"VERIFY W/ REGGIOCUT SECTIONELEVATIONSIDING FINISHSTUCCO, PAINTED5"LARGE WD. SILL REDWOOD(PAINT)SIERRA PACIFIC ALUM.WINDOWS (CLAD) ORMARVING.S.M. WINDOW FLASHING(PAINTED TO MATCH TRIM)4 1/2"1.5" QUARTER RND.REDWOOD. (PAINT)2 x 65/4 x 4DOUBLE PAPER @CORNER2x STUD WALLWIDTH VARIESSEE FLR. PLAN5/8" GYP BD. W/PLAST. VEN.WHERE NOTED.INSULATIONR-15 OR PER TITLE 24CORNER BEADDOUBLE PAPER @CORNERR-15 MIN., BATT INSULATIONOR PER TITLE 24APPLY A 3/8" CEMENTPLASTER SCRATCH COATO/ METAL LATH SYSTEM,ALLOW TO CURE FOR 48HRS. INSTALL A 3/8"BROWN LEVELING COAT,ALLOW TO CURE FOR AMIN. OF 25 DAYS. INSTALLA 4.5 OUNCE REINFORCINGMESH OVER THE ENTIREBROWN COAT W. POLY PREP30 BY MERTEX (OR EQUAL),COVERING ENTIRE MESH.APPLY FINISH COAT AND PAINTW/ ELECTROMETRIC PAINTAPPLY A 3/8" CEMENT PLASTERSCRATCH COAT O/ METAL LATHSYSTEM, ALLOW TO CURE FOR 48HRS. INSTALL A 3/8" BROWNLEVELING COAT, ALLOW TO CUREFOR A MIN. OF 25 DAYS. INSTALLA 4.5 OUNCE REINFORCING MESHO/ THE ENTIRE BROWN COAT W/POLY PREP 30 BY MERTEX (OR EQUAL),COVERING ENTIRE MESH. APPLY FINISHCOAT AND PAINT W/ ELECTROMETRICPAINT (TEXTURE PER SAMPLE ANDOWNERS REVIEW (SMOOTH FINISHPREFERRED) Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formSee DetailsA5.0Building Details A5.0Scale: 3" = 1'-0"1INTERIOR WALL DTLS.A5.02EXT. WALL DTLS.A5.0Scale: N.A.3WINDOW FLASHING DTLS.A5.0Scale: 3" = 1'-0"6 TYPICAL WINDOW DETAILSierra Pacific or Marvin or EqualA5.0Scale: 3" = 1'-0"4(N) EXT. WALL VENT DTLS.Scale: 3" = 1'-0"5STUCCO EXT. WALL DETAILSA5.0- V.I.F.7'-0"A.1-3/8" SOLID COREPAINT GRADESQ. CORNER 3.5"HINGES TYP. (EMTEK)DOOR HEIGHTS:(VERIFY) FOR COST001TEMP.A.002B.003C.100D.TEMP.101E.102105TEMP.106203TEMP.103F.16'-0"6'-10"2'-6"2'-0"7'-0"2'-0"3'-0"3'-0"3'-0"3'-0"12'-0"6'-8"2'-0"2'-0"2'-6"3'-0"104G.EGRESS107H.202108I.TEMP.110J.200K.TEMP.2'-6"4'-6"2'-6"5'-0"2'-6"2'-6"5'-0"3'-0"4'-0"4'-0"8'-0"6'-8"6'-0"2'-3"2'-9" 5'-0"EQ.EQ.12'-6"8'-0" 6'-0"2'-0"2'-6"5'-0"5'-0"109PRIVACY (SEE ELEV.)EGRESSEGRESS206TEMP.207208L.TEMP.209M.TEMP.201N.204O.EGRESS9'-6"2'-6"7'-0"8'-0" 6'-0"2'-0"2'-6"7'-0"6'-0"2'-0" 8'-0"9'-6"2'-0"3'-6"2'-6"2'-6"5'-0"4'-0"6'-0"2'-0"P.210211212213214215205EGRESS216 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings. Rev.: 001002003004005006 Description :Date : Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Mr. & Mrs. Jeffrey Thompson 2735 Burlingview Drive Burlingame CA, 94010 Title : Project : Date :11.30.22Drawn :TIM RADUENZ22_08Job No. : Owner : APN#: 027-261-060 Contractor : PLANNING SETBUILDING SET Stephanie Farmas 2735 Burlingview Drive Burlingame CA, 94010 oneDESIGN PLANNING formSee DetailsFinish Schedule See DetailsA9.0 ROOM FLOORING REMARKSWALLSPAINT CEILING MILLWORKCROWN(E) DININGPAINT SPECS.INTERIORS:MAIN ROOMS:CEILINGS:EXTERIORS:BATHROOMS:AURA, NATURA(GREEN OPTION), REGAL SELECT, OR APPROVED EQUIVALENTWATERBORNE CELING PAINT, OR APPROVED EQUIVALENTAURA BATH AND SPA, OR APPROVED EQUIVALENTHOUSE:AURA, REGAL SELECT, OR APPROVED EQUIVALENTTBS TBSPAINT (TBS)(N) RUMPUSTBS TBSPAINT (TBS)MAIN FLOORUPPER FLRROOM FINISH SCHEDULEROOM FINISH SCHEDULETBSTBSA9.0Scale: NA1SAFETY GLAZING NOTES (CRC R308.4)A. ALL SLIDING + SWINGING GLASS DOORS TO HAVE SAFETY GLAZING.B. GLAZING IN SHOWER/TUB/SAUNA ROOMS LESS THAN 60" ABOVE THESTANDING SURFACE AND LESS THAN 60" MEASURED HORIZONTIALLYFROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL ORSWIMMING POOL.C. GLAZING WITHIN A 24" ARC OF A DOOR THAT IS LESS THAN 60" ABOVETHE FLOOR.D. GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9 SQ. FT.,BOTTOM IS LESS THAN 18" AND AT LEAST 36" ABOVE THE FLOOR, ANDADJACENT TO WALKING SURFACES.E. WITHIN 60" OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 36"ABOVE THE FLOORF. GLAZING IN GUARDS & RAILINGS.G. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36"HORIZONTALLY OF THE WALKINGSURFACE LESS THAN 36" ABOVE FINISH FLOOR. EXTERIOR DOORS & WINDOWS LOCATION DOORSDOOR SIZEWxHMATERIALSCOREEXT. FIN. INT.FIN.DETAILSHEADJAMB TRIMSILLREMARKSHDWR.TYPE FIN.NOTESTYPEGLASSSYM.HARDWARE FINISH SPECIFICATION:ENTRY DOOR HARDWARE: (BY OWNER) AND INSTALLED BY CONTRACTORWINDOW HARDWARE: WHITE, TYP. (VERIFY W/ OWNER)1. ALUM. / CLAD WINDOWS + DOORS2. EGRESS PER CODE3. DOOR BY SIMPSON OR EQUAL, VERIFY DESIGN WITH OWNER &DESIGNER4. VERIFY OPENING SIZE W/ CONTRACTOR5. PRIVACY GLASS, OPTION BY LOCAL ARTISAN6. DOOR BY SIMPSON FIBERGLASS DOOR OR EQ.7. OVERHEAD DOOR (SHOP DRAWING REQUIRED, VERIFY SIDE MOUNTMOTOR IN FIELD8. TRANSOM ABOVE UNIT TO BE LEADED WINDOW MADE BY LOCALARTISAN.9. NA10. NA11. (*) FIELD MEASUREGARAGEMAIN FLOOR 001100 EXT. DOORS & WINDOWS SCHEDULE A9.0Scale: NA21. SEE CAL GREEN REQUIREMENTS IN ROOM SCHEDULECAL. GREEN REQUIREMENTS(N) REC EXT. DOORS & WINDOWS ELEVATIONS A9.04Scale: 1/4" = 1'-0"SECOND FLOOR WOODWOOD INT. DOORS ELEVATIONS A9.05Scale: 1/2" = 1'-0" ROOM APPLIANCE TYPE FINISH REMARKSAPPLIANCE SCHEDULENOTE: ALLOWANCE AND INSTALLED BY ALLOWANCE, CONTRACTOR TO INCLUDE BLOCKING / ROUGH-IN AS NEEDED PER SPEC. SHEETS MANUF. MODEL #--APPLIANCE SCHEDULEA9.0Scale: NA6FIRST FLOOR CAL GREEN NOTES:1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISHMATERIALS. 2019 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTINGAND PRODUCT REQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDINGCODE. 2019 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREARECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREENBUILDING CODE REQUIREMENTS. 2019 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARDCOMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THEBUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS.2019 CGC §4.504.56. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIRLIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.37. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOWLOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS2019 CGC §4.504.2.1101102103104105TBDSTD.SEE DETAILSPRIMEDE12'-6" X 8'-0"NOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDKMULTI.SECOND FLOOR (E) SITTINGTBS TBSPAINT (TBS)TBSWOODCLAD12'-0" X 6'-8"D.F. / P.T.NOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDDSLIDER(N) MUD2'-6" X 3'-0"CLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDFCASEMENT200(N) M. BED8. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS §150.0 (q)9. REDUCED U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2019 CALENERGY CODE §150.1 (c)3 A10. MAX. TOTAL AREA, 20%, NO MAX. FOR WEST FACING AREA, TABLE 150.1-A, AND B11. DOOR MAX. U-FACTOR 0.20, TABLE 150.1-A, AND B(E) CLT.TBS TBSPAINT (TBS)TBSWOOD(E) FAMILYTBS TBSPAINT (TBS)TBSWOOD(N) CLT.WOOD(N) M. BED WOOD(N) M. W.I.C. WOOD-- ------ ------ ------ ------ ------ ------ ------ ----201202203204205206(N) BED-4(N) BED-5(N) BED-52'-0" X 3'-6"LO ENCASEMENTCLADCASEMENT6'-0" X 2'-0"PRIMEDALUM.PTRANSOMCLAD002003---16'-0" X 6'-10"SEE DETAILSLO E (T)PRIMEDMDFAO.H. DR.CEDAR/P.T.(E) GARAGE2'-6" X 2'-0"LO EPRIMEDALUMBAWN.CLAD7'-0" X 2'-0"CFIXED------------------------------------NOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDCLADLO ENOTE # 1LO ENOTE # 1, 2TBDSTD.SEE DETAILSCLAD5'-0" X 4'-6"CASEMENT GPRIMEDLO ENOTE # 1TBDSTD.SEE DETAILSCLADAWN.EPRIMEDLO E (T)(N) BED-2(N) BATH-1-------------------------------------------------------------------------------TBS TBSPAINT (TBS)TBSTBS TBSPAINT (TBS)TBSTBS TBSPAINT (TBS)TBSCLADE(N) M. W.I.C.(N) M. BATH(N) M. BATHAWN.HECLADCLADPRIMEDPRIMEDPRIMEDLO E (T)LO E (T)TBDSTD.SEE DETAILSTBDSTD.SEE DETAILSTBDSTD.SEE DETAILSNOTE # 1NOTE # 1NOTE # 1CLADNOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDOCASEMENTLO E5'-0" X 4'-0"NOTE # 1, 2TBDSTD.SEE DETAILSCLADCASEMENTPRIMED LO ECLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDHCASEMENTLO E5'-0" X 3'-0"(E) ENTRYTBS TBSPAINT (TBS)TBSWOOD(E) KITCHENTBS TBSPAINT (TBS)TBSWOOD(E) BATH-2TBS TBSPAINT (TBS)TBSTILE(N) PTRYTBS TBSPAINT (TBS)TBSWOOD(N) RECTBS TBSPAINT (TBS)TBSWOOD / TILE(N) MUDTBS TBSPAINT (TBS)TBSTILE(N) BED-2TBS TBSPAINT (TBS)TBSWOOD(N) BED-3TBS TBSPAINT (TBS)TBSWOOD(N) BATH-1TBS TBSPAINT (TBS)TBSTILE(N) CLT.-3TBS TBSPAINT (TBS)TBSWOOD(N) M. BATH TILE TBS TBSPAINT (TBS)TBS(N) HALLWOOD TBS TBSPAINT (TBS)TBS(N) BATH-3TILE TBS TBSPAINT (TBS)TBS(N) BED-4 WOOD TBS TBSPAINT (TBS)TBS(N) CLT.-4 WOOD TBS TBSPAINT (TBS)TBS(E) GARAGE(E) GARAGENOTE # 7TBDSTD.NOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDALUMCLADNOTE # 1TBDSTD.SEE DETAILS106107108109110CLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDELO E(E) KITCHEN5'-0" X 3'-0"CLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDHCASEMENTLO E(E) KITCHEN8'-0" X 6'-10"D.F. / P.T.NOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDISLIDERLO E (T)(E) SITTING6'-0" X 5'-0"CLADNOTE # 1, 5TBDSTD.SEE DETAILSPRIMEDJMULTI.LO E(E) DININGCLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDJMULTI.LO E(N) REC(N) REC(N) BATH-12'-0" X 2'-0"2'-0" X 2'-0"2'-0" X 2'-0"2'-0" X 2'-0"AWN.AWN.AWN.6'-0" X 5'-0"208209(N) RUMPUSNOTE # 1TBDSTD.SEE DETAILSCLAD9'-6" X 8'-0"MULTI. LPRIMEDLO E (T)(N) RUMPUSNOTE # 1TBDSTD.SEE DETAILSCLADMULTI. MPRIMEDLO E (T)5'-0" X 3'-0"2'-0" X 2'-0"9'-6" X 8'-0"EGRESS NOTESTHE NET CLEAR OPENING HEIGHT AND WIDTH OF ALL REQUIRED EGRESSWINDOWS ARE TO MEET REQUIREMENTS OUTLINED IN THE CALIFORNIARESIDENTIAL CODE 2019 CRC R310 OR CBC 1030.210211212213214215216---------------------------------------ALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMALUMNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E6'-0" X 2'-0"PRIMEDALUM.TRANSOMCLADNOTE # 1TBDSTD.SEE DETAILSLO E(N) RUMPUS(N) RUMPUS(N) RUMPUS(N) HALL(N) STUDY(N) BED-5(N) BED-5O5'-0" X 4'-0"207(N) STUDYCLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDHCASEMENTLO E5'-0" X 3'-0"ALUMPPPPPP