HomeMy WebLinkAboutReso - PC - 2022.08.08 - 8BRECORDING REQUESTED BY
Planning Department
City of Budingame
WIIEN RECORDED MAIL TO
COI\i MUNITY DEVELOPi/ENT DEPARTMENT
CITY OF BURLINGAI\.,IE
501 PRII\,IROSE ROAD
BURLINGAME, CA 94010
2022-A$951
3:18pm 12tOStm22Rt Fee: NO FEE
Count of Pagos4
Reccrded in Off icialR6cords
County of San Mateo
Mark Church
As6€ssor-Co Ll nty Clerk-Recoder
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Resolution No. 2022-08.08-88
2229 ADELINE DRIVE
APN 027-161-160 {
TITLE OF DOGUMENT
I hereby certify this to be a full, true and conect copy ofthe
document it purports to be, the original of which is on file in my
office.
ust 19,2022
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CITY
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ATED T.lUhE a)
Date:
Kevin Gardiner, AICP, Community Development Di
DocuSign Envelope lD: 0688F22A-2A9F459D-BE0A-7691 6444AE43
RESOLUTION APPROVING CATEGORICAL EXEi'PTION, DESIGN REVIEW,
AND SPECIAL PERMIT
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Auoust
8. 2022, 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 Ptanning Commission that:
'l . On the basts 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 significant effect on the environment, and
categorical exemption, pursuant to the Califomia Environmental euality Act (CEeA), per
Section 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures
are exempt from environmental review, provided the addition will not result in an increase of
more than 50% of the floor area of the structures before the addition, is hereby approved.
2. Said Design Review and Special Permit are approved subject to the conditions set forth in
Exhibit "A" attached hereto. Findings for such Design Review and Special Permit 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 official records of
the County of San Mateo
Chairperson
t,S Li.LiEliTtHt--, Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resolution was introduced and adopted at a
Planning Commission held on the 8th dav of A uoust. 2022 by
regular meeting of the
the following vote:
2229 ADEUNE DR - RESO 2022-{18.06{BAYES: CO AROTO, GAUL,HORAN.
PFAFF, SCHTID, TSENOES: NONE
AASE T: NOI{E
RECUSED: LOWENTHAL
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 and Soecial Permit for Declininq Heiqht Envelope for a two and a half story addition to an
existinq sinole-unit dwellino at 2229 Adeline Drive, Zoned R-1, Cameron D. and Shannon E. Foster Tr..
propertv owner, APN: 027-161-160;
Secretary
1
Conditions of Approval for Categorical Exemption, Design Review, and Special Permit
2229 Adeline Drive
Effective August 19, 2022
Page '1
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped July 26, 2022, sheets T1 .0, A 1 .0 through G2.0;
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 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;
J
4
b
7
8 that the project shall comply with the Construction and Demolition Debris Recycling
ordinance which requires affected demolition, new construction and alteration projects to
submit 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 effecl at time of building permit submittal, as amended by the City of Burlingame;
EXHIBIT "A"
2.
5.
o
EXHIBIT "A"
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
10. 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 architectural 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;
11. 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
12. 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.
Conditions of Approval for Categorical Exemption, Design Review, and Special Permit
2229 Adeline Drive
Effective August 19, 2022
Page 2
TITLE PAGE
See DetailsT1.0 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22
RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22SITEDESIGNER FORM + ONE DESIGN CONTACT: TIM RADUENZ 4843 SILVER SPRINGS DRIVE PARK CITY, UT 84098 PHONE: 415-819-0304 TIM@FORMONEDESIGN.COMOWNERS MR. + MRS. FOSTER 2229 ADELINE DRIVE BURLINGAME, CA 94010MR. + MRS. CAMERON FOSTER 2229 ADELINE DRIVEBURLINGAME, CA 94010APPLICABLE CODESREFERENCE SYMBOLSBUILDING DATAFIXTURE 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 REFERENCEParticle 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>HRUTOSTPDTYPUONMECHUNFVERTVGWBWDWDWWIW/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 SYMBOLSABBREVIATIONSMATERIAL 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 CDFDCvGA:027-161-160: 5,190 SQ.FT. LOT AREA:CAL 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.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 #:CONSULTANTSEXTERIOR FINISHESWALL FINISH: (N) STUCCO TO MATCH (E) HOUSEROOF: CLAY BARREL TILE TO (MATCH) EXISTINGWINDOWS: (N) WOOD/WOOD WINDOWSSIERRA PACIFIC OR MARVIN, W/ S.D.L. OR EQ.TITLE 24 RICK ROCKLEWITZ NRG COMPLIANCE INC. PO BOX 3777 SANTA ROSA, CA 95402 PHONE:707-237-6957USE OF BUILDING: RESIDENTIALOCCUPANCY: R1TYPE OF CONST.: V-BNUMBER OF (E) STORIES: 2-STORY(E) NUMBER OF DWELLINGS: 1PARKING: (E) 2- STALL GARAGE (E) 1 UNCOVERED SPACESPRINKLERED: (N) FIRE SPRINKLERDEFERRED SUBMITALS1. FIRE SPRINKLER PLAN (IF REQUIRED)2. PRE-MANUFACTURED ROOF TRUSSES (CBC 1603.1)10. (SUPPLEMENTAL) DEMOLITION PERMIT WILL NOT BEISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THEPROJECT3. PV SYSTEM, PER CODE MIN. (TBD) KW1. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT(PRIOR TO PERMIT ISSUANCE)(INITIAL FIELD IS REQUIRED BEFORE START OF CONSTRUCTION)2. SEWER BACKWATER PROTECTION CERTIFICATE(FINISHED BEFORE ISSUANCE)3. RECYCLING & WASTE REDUCTION FORM (FINISHED BEFOREISSUANCE)4. SEWER LATERAL TEST ENCROACHMENT PERMIT(FINISHED BEFORE ISSUANCE)5. BAAQMD J-NUMBER (FINISHED BEFORE ISSUANCE)6. PREMANUFACTURED ROOF TRUSSES (CBC 1603.1)7. AT TIME OF BUILDING SUBMITTAL: AN EROSION CONTROL PLAN ANDSTIPULATE ON DRAWINGS THE REMOVAL AND REPLACEMENT OFSIDEWALK, CURB, GUTTER, SEWER LATERAL, + WATER LINE TO THEPUBLIC WORKS DEPART.8. SUPPLEMENTAL DEMOLITION PERMIT APPLICATION (IF REQUIRED)WILL BE SUBMITTED AT TIME OF BUILDING SUBMITTAL, NOTE: THEDEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A BUILDING PERMIT ISISSUED FOR PROJECT.DUE BEFORE ISSUANCEHERS FEATURES SUMMARY/REQUIRED SPECIAL FEATUREST1.0GNPHCGSWFAR1 OF 1A1.0A1.1A2.0A2.1A2.2A3.0A3.1A3.2A4.0A5.0A9.0G2.0TITLE PAGEGENERAL NOTESPHOTOS OF EXISTING LANDSCAPE & HOMECAL GREENCONSTRUCTION BEST MANAGEMENT PRACTICESPROPOSED FARSURVEYPROPOSED SITE PLANPROPOSED DRAINAGE PLANARCHITECTURAL DRAWINGSEXISTING / PROPOSED 1ST FLOOR PLANEXISTING / PROPOSED BASEMENT + 2ND FLOOR PLANEXISTING / PROPOSED ROOF PLANEXISTING / PROPOSED ELEVATIONSEXISTING / PROPOSED ELEVATIONSEXISTING / PROPOSED ELEVATIONSPROPOSED BUILDING SECTIONSCONSTRUCTION DETAILSFINISH SCHEDULEEXISTING GARAGE PLAN & ELEVATIONSSCOPE OF WORKVICINITY MAPMECHANICAL + ELECTRIC DRAWINGSMECH. + ELECT PLANSMECH. + ELECT. CUTSHEETSTITLE-24TITLE-24 CONT.LANDSCAPE DRAWINGSPROPOSED LANDSCAPE PLANPROPOSED IRRIGATION PLANPROPOSED IRRIGATION DETAILSSTRUCTURAL DRAWINGS-ME2.0ME3.0ME4.0ME4.1L1.0- 1. BASEMENT, FIRST & SECOND STORY ADDITIONS.2. PARTIAL BASEMENT CONVERSION INTO (N) ADU.(*)BUILDING + PUBLIC WORKS NOTES:1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASE CONTACT PUBLICWORKS @ 650.558.7230.2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD INSPECTION IS REQUIRED PRIORTO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY.3.RECYCLING + WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED + APPROVED PRIOR TO ISSUANCE OF BUILDINGPERMIT, CONTACT JOE MCCLUSKEY OUR RECYCLING SPECIALIST @ 650-558-7273.4. A GRADING PERMIT IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.1. AN AUTOMATIC SPRINKLER SYSTEM MAYBE REQUIRED THROUGHOUT THE ENTIRE MAIN HOUSE, UNDER A SEPARATE PERMIT IFREQUIRED AT TIM OF BUILDING SUBMITTAL.2. AN AUTOMATIC SPRINKLER SYSTEM MAYBE REQUIRED THROUGHOUT THE (N) ADU.3. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLYVISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR BACKGROUND.4. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL CONTRACTORSHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTYENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL.5. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE OF THEBUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE LOCATION OFTHE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN DOMESTIC AND FIREPROTECTION LINES.6. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS LESS THAN3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN ITMAY BE REDUCED BY 50%7. MIN. 1" WATER METER REQUIRED.8.IF AN ELECTRONIC GATE CROSSES THE DRIVEWAY, PROVIDE A KNOX KEY SWITCH CONNECTED TO THE GATE TO ALLOW FOR FIREDEPARTMENT EMERGENCY ACCESS.FIRE DEPARTMENT NOTES(*)(*)(*)(*)REACH CODE1. NATURAL GAS IN NOT ALLOWED FOR SPACE HEATING, SPACE COOLING,WATER HEATING, OR CLOTHES DRYING FOR NEW BUILDINGS.(*)(*)(*)SOILSGEOFOUNDATION, INC.486 CHELSEA XINGSAN JOSE, CA. 95138PHONE: 408-710-6701SURVEYSAVIOR MICALLEFLAND SURVEYING421 WILDWOOD DR.S. SAN FRANCISCO, CA.94080PHONE: 805-709-2423COMPLETE (FAR):(E) BASEMENT :432.00 SQ. FT.(E) 1ST FLOOR : 1,130.00 SQ. FT.(E) 2ND FLOOR : 797.00 SQ. FT.(E) GARAGE: 0.00 SQ. FT.SUB-TOTAL: 2,359.00 SQ. FT.(N) BASEMENT (ADU-PARTIAL): 138.00 SQ. FT.(N) 1ST FLOOR :162.00 SQ. FT.(N) 2ND FLOOR:176.00 SQ. FT.SUB- TOTAL:476.00 SQ. FT.TOTAL: 2,835.00 SQ. FT.ADU (N) : 467.00 SQ. FT.LOT COVERAGE:(E) 1ST FLOOR : 1,130.00 SQ. FT.(E) GARAGE (2 STALL) :360.00 SQ. FT.(N) 1ST FLR ADDITION :162.00 SQ. FT.TOTAL: 1,652.00 SQ. FT.3
MECHANICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA MECHANICAL CODE(CMC) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES.2. MECHANICAL CONTRACTOR TO ACCEPT SOLE RESPONSIBILITY FORPROPER DESIGN AND INSTALLATION OF MECHANICAL SYSTEM. SEEMECHANICAL DWGS. BY OTHER FOR SPECIFIC INFORMATION.3. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERALCONTRACTOR TO DESIGN AND INSTALL SUITABLE DISTRIBUTION SYSTEMPER TITLE 24. MECH. CONTRACTOR TO FIELD VERIFY AND DETERMINESIZE AND CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET INDEXFOR LOCATION OF TITLE 24 CONFORMANCE WORKSHEETS AND ENERGYCOMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS LOCATED IN ATTICSPACE SHALL BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO ASNOT TO INTERFERE WITH USEABLE ATTIC STORAGE SPACE.4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS SHOWN FORDESIGN INTENT ONLY.5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED APPLIANCES BYCOMBUSTION AIR DUCTS PER (CMC) & CPC. VERIFY DUCT SIZE WITHMANUFACTURER'S SPECIFICATIONS.6. FURNACES OR BOILERS SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS AND SHALL MEET THE REQUIREMENTS OF THECALIFORNIA MECHANICAL CODE (CMC)7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SHALL BELOCATED WITHIN THE UPPER AND LOWER 12 INCHES OF THEENCLOSURE. DUCTS SHALL BE SEPARATE AND SHALL NOT BEOBSTRUCTED.8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELYFASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNEDAND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS ASREQUIRED BY CMC. WATER HEATERS TO BE SECURED WITH A MINIMUMOF 2 STRAPS, ONE EACH TO BE LOCATED IN THE UPPER AND LOWERTHIRD OF THE UNIT.9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) FOR AIR RETURNCIRCULATION TO VENTS, TYPICAL OF INTERIOR CONDITIONED SPACES.10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TOINSTALLATION.11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY OWNER.12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST CONNECTDIRECTLY TO THE OUTSIDE AND PROVIDE A MINIMUM OF 5 AIR CHANGESPER HOUR. EXHAUST FAN VENTS MUST TERMINATE A MINIMUM OF 3FEET FROM ANY OPENINGS INTO THE BUILDING AND BE PROVIDED WITHBACKDRAFT DAMPERS.13. AT NEW FORCED AIR FURNACE INSTALLATIONS PROVIDE 3' MIN.WORKING SPACE ALONG EACH SIDE (WITH A TOTAL OF AT LEAST 12" ONBOTH SIDES COMBINED), BACK AND TOP OF FURNACE.14. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BEPROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION.PLUMBING NOTES:1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TOINSTALLATION.2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY OWNERS.3. ALL NEW WATER CLOSETS SHALL BE 1.28 GALLON/FLUSH MAXIMUM.4. NO DISHWASHER MACHINE SHALL BE DIRECTLY CONNECTED TO ADRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF ANAPPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THEDISHWASHING MACHINE. LISTED AIR-GAPS SHALL BE INSTALLED WITHTHE FLOOD LEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK ORDRAINBOARD, WHICHEVER IS HIGHER5. (N) ELECT. WATER HEATER, SEE TITLE-24, CONFIRM WITH OWNER,RECIPROCATING PUMP AS OPTION.ELECTRICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA ELECTRIC CODE(CEC) AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES ANDORDINANCES.2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED AT CRAWLSPACES AT OR BELOW GRADE, AND OUTDOORS SHALL HAVEGROUND-FAULT CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALLRECEPTACLES LOCATED IN BATHROOMS SHALL HAVE GROUND-FAULTCIRCUIT INTERRUPTER (G.F.C.I.) PROTECTION.3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A DETECTORSHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINTCENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TOROOMS USED FOR SLEEPING PURPOSES. A DETECTOR SHALL BEINSTALLED ON EACH LEVEL OF A MULTI-STORY DWELLING, INCLUDINGBASEMENT LEVELS. IN SPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKEDETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, OR ON BOTHLEVELS IF THE LOWER LEVEL CONTAINS SLEEPING AREAS. WHERE THECEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THEBEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKEDETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THEADJACENT ROOM. DETECTORS SHALL BE INSTALLED IN ACCORDANCEWITH APPROVED MANUFACTURER'S INSTRUCTIONS. WHEN THEVALUATION OF AN ADDITION OR REPAIR EXCEEDS $1,000.00, OR WHENONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN ANEXISTING DWELLING, THE ENTIRE DWELLING SHALL BE PROVIDED WITHSMOKE DETECTORS LOCATED AS REQUIRED FOR NEW DWELLINGS. INNEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVETHEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCHWIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BEEQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT ASIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENTAND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSEREQUIRED FOR OVER CURRENT PROTECTION. SMOKE DETECTORS MAYBE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTINGBUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL POWER, OR INBUILDINGS WHICH UNDERGO ALTERATION, REPAIRS, OR ADDITIONSREGULATED AS OUTLINED ABOVE.4. TELEPHONE OUTLETS TO BE PREWIRED BY SUBCONTRACTOR.CONTRACTOR TO COORDINATE AS REQUIRED. VERIFY LOCATION OF ALLTELEPHONE OUTLETS WITH OWNER PRIOR TO INSTALLATION.5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, ETC.) ONOPPOSITE SIDES OF FIRE RATED WALLS SHALL BE MAINTAINED AT LEAST24 INCHES APART.6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12 FEETMEASURED HORIZONTALLY ALONG THE WALL.7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTINGOUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM; INBATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGES, ANDDETACHED GARAGES WITH ELECTRICAL POWER, AND OUTDOORENTRANCES OR EXITS.8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN CLOTHES CLOSETSSHALL BE MOUNTED ON THE WALL ABOVE THE DOOR OR ON THECEILING. CLEARANCES SHALL BE AS FOLLOWS:A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12"B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. ELECTRICALCONTRACTOR RESPONSIBLE FOR PROVIDING NECESSARY TEMPORARYPOWER.10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND SWITCHES WITHOWNER PRIOR TO INSTALLATION OF ROUGH ELECTRICAL.11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED ANDPURCHASED BY OWNER. VERIFY EXACT LOCATIONS WITH OWNER PRIORTO INSTALLATION.13. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATEDAREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVERPER 2019 CALIFORNIA ENERGY CODE AND RATED IC OR APPROVEDEQUAL MEETING UL RATING OR OTHER TESTING /RATING LABORATORIESRECOGNIZED BY THE ICC.14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW ELECTRICALSHALL BE DESIGN-BUILD. NEW ELECTRICAL WORK SHALL BE DESIGNEDAND BUILT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANDAPPLICABLE CODES, STANDARDS AND REGULATIONS FOR BUILDING LIFESAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. ELECTRICALCONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE PERMIT.ELECTRICAL CONTRACTOR TO PROVIDE COMPLETE DESIGN-BUILDELECTRICAL SYSTEM AS REQUIRED TO PROVIDE THE (NEW) SERVICESHOWN (SCHEMATICALLY) ON THE DRAWINGS.GENERAL NOTES:ALL WORK SHALL COMPLY W/ THE 2019 EDITION OF THE CA. BUILDINGCODE AND ALL OTHER CODES AND REQUIREMENTS, IN THEIR MOSTRECENT EDITION INCLUDING THE FOLLOWING:2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA ELECTRICAL CODE2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDEALL LABOR, MATERIAL, EQUIPMENT FACILITIES AND TRANSPORTATIONNECESSARY FOR A COMPLETE AND PROPER EXECUTION OF THE WORKIN AN ACCEPTABLE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAINANY REQUIRED PERMITS FOR THIS OR HER WORK.3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS, WORKMANSHIP, ANDMETHOD OF INSTALLATION SHALL MEET THE FOLLOWING CRITERION:CONFORM TO THE AMERICAN NATIONAL INSTITUTE STANDARDS WHERESUCH STANDARDS EXISTS.4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL ELECTRICAL,PLUMBING, AND FIRE PROTECTION WORK REQUIRED BY THE BUILDINGDEPARTMENT.5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF BID TOREVIEW SCOPE OF WORK, DEMOLITION, ETC.6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK.ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER FORREVIEW.7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED,(U.O.N.)8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE WITHOUTAPPROVAL FROM THE DESIGNER.9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BESOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY.10. CUTTING AND DEMOLITION SHALL BE DONE BY METHODS, WHICH WILLAND WILL NOT JEOPARDIZE STRUCTURAL INTEGRITY OF EXISTINGCONSTRUCTION AND WILL NOT DAMAGE PORTIONS TO REMAIN.11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR, ASNECESSARY, ANY UTILITES. INCLUDING BUT NOT LIMITED TO:ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE SPRINKLERS, WHEREPARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE NO LONGEROPERATIONAL OR IN SERVICE. ALL OTHER EXISTING UTILITES ARE TOREMAIN FULLY OPERATIONAL.12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN ALLMATERIALS AND EQUIPMENT REMOVED FROM THE PROJECT. ANY ITEMSOR MATERIAL NOT DESIRED BY THE OWNER ARE TO BE REMOVED FROMTHE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST PROTECTIONAND/OR BARRICADING REQUIRED TO PROTECT ADJACENT SPACES ANDEXISTING FINISHES. CONTRACTOR OS RESPONSIBLE TO REPAIR ANYDAMAGES CAUSED BY CONTRACTOR OR THEIR SUB-CONTRACTORS.14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, WALLS, CEILINGS,HARDWARE, FIXTURES, WINDOWS, ETC. AS A RESULT OF THEDEMOLITION PROCESS. MATCH EXISTING ADJACENT FINISHES ASCLOSELY AS POSSIBLE.15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF ANY MATERIALSAND/OR EQUIPMENT, OR WITH THE CONSTRUCTION DOCUMENTS, THECONTRACTOR SHALL CLARIFY THE QUESTIONS W/ THE DESIGNERBEFORE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O THEDESIGNERS AND OR OWNERS APPROVAL.16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH THAT OF ADJACENTWALLS.17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OFWORK THAT MAY BE REQUIRED TO MAKE ITS PARTS FIT TOGETHERPROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING,EXCAVATION, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PARTOF IT. ALL PATCHING REPAIRING, AND REPLACING OF MATERIALS ANDSURFACES, CUT OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONEW/ APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPONCOMPLETION, MATCH SURROUNDING SIMILAR SURFACES.18. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TODISTURB ANY OTHER TENANTS IN THE BUILDING. ANY WORK THAT WILLDISTURB ANOTHER TENANT, ABOVE OR BELOW, OR IN THE FLOOR ,SHALL BE PERFORMED MOST EXPEDITIOUSLY AND THE DISTURBEDTENANT SHALL HAVE FULL USE OF THE PREMISE.19. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS,AND PERFORM ALL NECESSARY, INDICATED, REASONABLY INFERRED ORREQUIRED BY ANY CODE W/ JURISDICTION TO COMPLETE THEIR SCOPEOF WORK FOR A COMPLETE AND PROPER FINISHED JOB. ANYCUSTOMARY AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIEDAND REQUIRED TO COMPLETE PROPERLY THE WORK OUTLINED SHALLBE FURNISHED, EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGSOR MENTIONED IN THE SPECIFICATION.20. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION CLEAN-UP,DURING AND FINAL.21. THE AMERICANS WITH DISABILITIES ART (ADA) IS SUBJECT TOVARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESEPLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENTTHE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE ADAAS IT APPLIES TO THE SUBJECT PROJECT. IT IS NOT IN ANY WAY AWARRANTY OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY OR ALLPOSSIBLE INTERPRETATIONS OF THE ADA BY OTHERS. 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
General Notes
See DetailsGNScale: NAGNREACH CODE1
GNEXISTING LANDSCAPING1 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Photos of Existing
See DetailsPHScale: NA
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.:
001003004005006
Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098MR. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
TBA
2229 Adeline Drive
Burlingame CA 94010
oneDESIGN PLANNING formCal Green
See DetailsCG2229 ADELINE DRIVE2229 ADELINE DRIVETIM RADUENZ - FORM+ONE4843 SILVER SPRINGS DRIVEPARK CITY, UT 8409804.06.22SW / A1.0 CG#1A1.0 CG#2G2.0/ A1 CG#3ME4.0.4.1/4.2/4.3A2.0 , #7A2.0, #3A2.1, #1A2.0, #8A2.0, #4A2.0, #9A2.0, #28ME2.0, #1ME2.0, #3A9.0, CG#8A9.0, CG #10A9.0, CG #11TITLE SHEET /+ TITLE 24ME2.0 #38A9.0 CG#8A2.0 / NOTE #37A1.0 / #1ME2.0, #47T1.0 CG#2T1.0A2.0 / ME2.0A2.0, #20A2.0, #21ME2.0 #49ME2.0 #51ME2.0 #52T1.0 CG#4ME2.0 #50A2.0 POL. CTRL. #7A2.0 POL. CTRL. #9A2.0 POL. CTRL. #6A2.0 POL. CTRL. #2A2.0 POL. CTRL. #3A2.0 POL.CTRL. #4A2.0 POL.CTRL. #5ME2.0 #48ME2.0 #39ME2.0 #41ME2.0 #42-
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.:
001003004005006
Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098MR. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
TBA
2229 Adeline Drive
Burlingame CA 94010
oneDESIGN PLANNING formSee DetailsSWBMP'S & Pollution Prevention
B. 286SQ.FT.C. 125SQ.FT.(ADDITION)A. 138SQ.FT.D. 56 SQ.FT.(ADDITION)E. 162SQ.FT.(ADDITION)D. 1,130SQ.FT.D.S.D.S.D.S.D.S.D.S.D.S.D.S.H. 12 SQ.FT.I. 11 SQ.FT.F. 774 SQ.FT.G. 176SQ.FT.(ADDITION)GR. 360 SQ.FT.Floor Area Calc.See DetailsFARFLOOR AREA CALC.(ADU)FAR1Scale: 3/16" = 1'-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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22
RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22FLOOR AREA CALC.(MAIN FLOOR)FAR2Scale: 3/16" = 1'-0"LOT SIZE: 5,190 SQ. FT.DETAILSLOT COVERAGE = LOT SIZE X .40 = MAX LOT= 5,190 X .40 = 2,076 SQ. FT.APN = 027-161-160FAR = (LOT SIZE X .32) + 1,100 = MAX LOT COVERAGE= (5,190 X .32) + 1,100 = 2,760.80 SQ.FT.* 100 SQ.FT. ALLOWED FOR COVERED PORCH**400 SQ.FT. ADDED FOR DETACHED GARAGELOCATIONFARSQ. FT.:COMPLETE FARREMARKS:BMST
LOT COVERAGE TOTALLOT COVERAGESQ. FT.:2ND
FLR
FAR TOTALA.-2,4032,760.80 MAX ALLOWABLE SQ. FT.2,076 MAX ALLOWABLE LOT COVERAGE**400 SQ.FT. DEDUCTED FOR DETACHED GARAGE1,652*200 SQ.FT. ALLOWED FOR COVERED PORCHSQ.FT.SQ.FT.(N) ADU (IN EXISTING BASEMENT)774F.SUBTOTALSUBTOTALGR
GR. 0**DEDUCT 360 SQ. FT. FOR DETACHED GARAGESUBTOTAL23-FLOOR AREA CALC.(UPPER FLOOR)FAR3Scale: 3/16" = 1'-0"--9731ST
FLR
FLOOR AREA CALC.(GARAGE)FAR4Scale: 3/16" = 1'-0"SUBTOTAL-138D.E.1,1301,1301621621,2921,292360 0360176G.ADDITIONADDITIONEXISTING FIRST FLOOREXISTING SECOND FLOORH.I.12111211EXISTING SECOND FLOOREXISTING SECOND FLOOR138EXISTING BASEMENT (REMAINING AS BASEMENT)ADU
B.SUBTOTAL------C.--(N) ADU (ADDITION)D.--(N) ADU (ADDITION)3
PROPERTY LINE 110.00'
PROPERTY LINE 110.00'PROPERTY LINE 44.36'PROPERTY LINE 50.00'CHIMNEY(E) CHIMNEY(E) PAVERDRIVEWAY(PROTECT)CONCRETE SIDEWALKWATERMETEROHEOHEOHEOHEOHEUTILITYPOLEUTILITYPOLEUTILITYPOLE(E) 12"EVERGREENPEAR PYRUS(PROTECT)(E) 6" CREPEMYTRLE(PROTECT)(E) 4"PALM(PROTECT)(E) (4)4" OLIVE(PROTECT)(E)BRICK(PROTECT)(E) CONC.WALL(PROTECT)(E) CONC.WALL(PROTECT)(E) GARAGEEL=63.90(N) 1ST FLRDECK7" CREPEMYRTLE(PROTECT)(E) 8'-6" HEDGE(PROTECT)(E) CONC.WALL(PROTECT)(E) 6" ITL. CYPRESS
(PROTECT)(E) CONC.WALL(PROTECT)(E) CONC.WALL(PROTECT)(E) LAWN(E) LAWN(E) 3" TREE(PROTECT)CONCRETE GUTTERA D E L I N E D R I V E( 5 0 ' R / W )AREA=5,190SQ. FT.ADDITION @1ST + 2NDNEIGHBOR'S 2ND STORYBALCONY OVERLOOKING2229 YARD4'-0" SIDE SETBACK4'-0" SIDE SETBACK15'-0" FRONTSETBACK15'-0" REAR SETBACK20'-0" REAR SETBACK(2ND FLR)(E) 2ND FLOOR(E) 1STFLOOR(PROTECT)(PROTECT)(PROTECT)(PROTECT)(E) PAVERDRIVEWAY(PROTECT)(E) GATE(PROTECT)(349 SQ. FT.)(PROTECT)40'-9" (N) LOWER, 1ST & 2ND ADDITION)
48'-1" (E) LOWER, 1ST & 2ND FLRS
31'-5"7'-3"4'-3"15'-0"REPLACE ALL CURB, GUTTER, DRIVEWAY, AND SIDEWALKFRONTING SITE. PLUG ALL EXISTING SANITARY SEWERLATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL TOCITY SEWER CLEANOUT. NEW WATER SERVICE TO WATERMETER. WHEN APPLICABLE WATER LINES ABOVE 2" AND ALLFIRE SERVICES OF ANY SIZE ARE TO BE INSTALLED BYAPPLICANT AND PER CITY STANDARD PROCEDURES ANDSPECIFICATIONS.SEWERCLEANOUT(N) GAS METER(U/ DECK)(N) ELEC.METER (U/ DECK)NO REAR ACCESS FROMPROPERTY TO 10' CITY ALLEYNO PERMANENT STRUCTURES (RETAININGWALLS, FENCES, COLUMNS, MAILBOXES,ETC) ARE TO BE CONSTRUCTED BEYONDTHE PROPERTY LINE AND INTO THE PUBLICRIGHT-OF-WAY8"(1ST FLR)20' FRONT SETBACK (2ND FLR)65.77'61.71'64.58'68.01'35'-10"(NO WORK)9'x18' UNCOVEREDPARKING 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Site Plan
See DetailsA1.0GENERAL NOTES & SCOPE1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED.2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BEREMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NOTREES ARE TO BE REMOVED FOR THIS PROJECT.3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILLNOT BE REHABILITATED AS NOTED ON PLANS.4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATERDRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.35. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS6. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBADAYTIME (7AM-10PM OR DBA NIGHTTIME (10 PM-7 AM) AS MEASURED FROM THE PROPERTYLINE. PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050.7. (E) LANDSCAPE TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION. LANDSCAPESHALL BE REHABILITATED POST-CONSTRUCTION IF NEEDED.8. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OFPLANTER STRIP NEEDS TO BE IMPLEMENTED.STREET TREES1. PROTECT ALL STREET TREES DURING CONSTRUCTIONPUBLIC WORKS NOTES1. TO REMOVE/REPLACE UTILITIES, AN ENCROACHMENT PERMIT IS REQUIRED TO(1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE.(2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL.(3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BEINSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION.(4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY.2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.3. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED AT THE MAINAND PER CITY STANDARDS, AN ENCROACHMENT PERMIT IS REQUIRED.4. ANY WORK IN CITY RIGHT OF WAY, SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, WORK INSIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN ANENCROCHMENT PERMIT PRIOR TO STARTING WORK. PORTA POTTY'S ARE NOT ALLOWED TO BEPLACED IN CITY RIGHT OF WAY.5. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR INSTALLATION OF ANY NEWSEWER FIXTURE PER ORDINANCE #1710, THE SEWER BACKWATER PROTECTION CERTIFICATE ISREQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT.6. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINEPROTECTION ARE TO BE INSTALLED PER CITY STANDARDS PROCEDURES AND MATERIALSSPECIFICATION. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED,ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER. ALLUNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUNDFIRE SERVICES PERMIT FOR REVIEW AND APPROVALSTORMWATER CHECKLIST NOTES1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FORIRRIGATION OR OTHER NON-POTABLE USE.2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATEDAREAS.4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZECHANGES TO THE NATURAL TOPOGRAPHY.7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT.8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIESAPPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDESAND QUICK -RELEASE FERTILIZERS.9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARYSEWER.10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENTEROSION CONTROLS ARE ESTABLISHED.11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED ANDRETAINED, DRAINAGE COURSES.12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A)CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS,INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION,FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED ORCLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDEMETHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FORTEMPORARY AND OR PERMANENT IRRIGATION13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING ANDOBTAIN ALL NECESSARY PERMITS.15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.BERMS, SOCKS, FIBER ROLLS OR FILTERS)16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHENDIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERSFOR SOIL STOCK PILES, ETC.17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THESITE (E.G SWALES AND DIKES)18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTIONIMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREAWHERE WASHWATER IS CONTAINED AND TREATED.21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TOPREVENT 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, INCLUDINGPAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUMPRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURALCOPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES.1. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL E CONNECTED TO THEEXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNCIPAL CODE 15.08.050, NO SUB-LATERALTO THE MAIN SEWER IS PERMITTED.2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORMFOUND AT: WWW.BURLINGAME.ORG.PUBLIC WORKS ADU NOTESScale: 1/8" = 1'-0"1PROPOSED SITE PLANA1.03
PROPERTY LINE 110.00'
PROPERTY LINE 110.00'PROPERTY LINE 44.36'PROPERTY LINE 50.00'(E) PAVERDRIVEWAY(PROTECT)CONCRETE SIDEWALKOHEOHEOHEOHEOHE(E)BRICK(PROTECT)(E) GARAGEEL=63.90(N) 1ST FLRDECK(E) LAWN(E) LAWNA D E L I N E D R I V E( 5 0 ' R / W )1
"
=
8
'AREA=5,190SQ. FT.ADDITION @1ST + 2ND4'-0" SIDE SETBACK4'-0" SIDE SETBACK15'-0" FRONTSETBACK15'-0" REAR SETBACK20'-0" REAR SETBACK(2ND STORY)(E) 2ND FLOOR(E) 1STFLOOR(PROTECT)(PROTECT)(PROTECT)(PROTECT)(E) PAVERDRIVEWAY(PROTECT)(PROTECT)(NO WORK)40'-9"
48'-1"
31'-5"15'-0"D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S. 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Drainage Plan
See DetailsA1.1A1.1Scale: 1/8" = 1'-0"1PROPOSED DRAINAGE PLANScale: N/A2STRAW ROLL DETAILA1.11. Rain Gardens (USING THIS APPLICATION): (or bioretention areas) are shallow, recessed, and vegetated basins that collect andabsorb runoff from rooftop, sidewalks, and streets. These landscapes contain soil of a specified biotreatment mix that slows, retains, and filters stormwater.2. Permeable Pavements (USING THIS APPLICATION): infiltrate, treat, and/or store rainwater where it falls. These pre-manufacturedpavers allow stormwater to percolate through the pavement and into the subgrade. Examples of these systems include interlocking pavers or other pavingsystems with a gap between the pavers filled with crushed aggregate or similar porous material.3. Rainwater harvesting systems: collect and store rainwater for later use, such as for irrigation or toilet flushing. These systems slow andreduce runoff while providing a limited water supply. (OPTIONAL METHOD - VERIFY AT TIME OF GRADING + INSTALLATION OF DRAINAGE)DRAINAGE PLAN NOTES1
NICHE NICHE
DN5R(E
)
A
R
C
H
D
DN8R UP14RDN13R(N) ARCHD(E) ARCHD(E) ARCHD
(E) DINING(N) KITCHEN(E) HALL(E) LIVING(E) BED-1FBOXARCHDHEARTHMANTEL(N) DECK(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)20'-10 1/2"14'-1 1/2"18'-10 1/2"14'-1 1/2"
1'-2"33'-0"35'-0"63'-8 1/2"(E) WD.35'-1 1/2"9'-0"4'-3"21'-10 1/2"11'-6"46'-7 1/2"2'-0 1/2"
27'-11 1/2"8'-6 1/2"6"30" WALL
OVENS
(N) 4/672" x 72"ISLAND(N) 4/8MATCH DINING(N) 5/0TEMP.10'-6 1/2"17'-5"7'-0"AREA OF WORKMODELNUMBERTRADENAMEPRODUCTMATERIAL(N) 2/011'-6"3'-0"3'-0 1/2"5'-0"6"5'-9"3 1/2"4'-0"
(E)
(N)8'-0"21'-3"32x72(N) WATER PROOF DECKW/ TILE FINISHA3.01A3.12A3.22A3.0342" OR 48" REF.(E) WD.(E) WD.(E) WD.(E) WD.(E)(N) TILE(E)2/8(N)2/6BATH-1(N) TILE36x8824" DW(N)2/0(N) ARCHD
PANTRY(N)1/8(N)1/8LIN.BROOM2'-0"BBQ W/ NAT. GAS LINEU/C BEV.FRIDGE(TEMP.)(N)2/048" COOKTOP24" RECYCLE3'-0"6'-0"4'-0"2'-1"30" BASE21" BASE30" BASE21" BASE30" BASE4'-0"6'-0"7'-5"
2'-0"10'-2"ADDITIONADDITION1011001021031041055'-2"ON/OFFSHOWER(N) FRAMINGU/C MICROOPTION (N) W.I. RAILING(E) WD.TEMP.A4.01A4.01A4.02A4.02PROPERTY LINE4'-3"EGRESS4'-1 1/2"(N) ARCHDNICHE NICHE
DN5RA
R
C
H
D
DN8R UP14RDN13RNICHEARCHDARCHDARCHD
(E) DINING(E) KITCHEN(E) HALL(E) LIVING(E) FAMILY RM(E) BATH(E) CLOFBOXARCHDHEARTHMANTELDECKSKL/TYP(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)20'-10 1/2"22'-8"18'-10 1/2"14'-1 1/2"
1'-2"33'-0"3'-1"46'-7 1/2"(E) -(E) -(E) -(E) -(E) -(E) TILE35'-1 1/2"11'-6"46'-7 1/2"2'-0 1/2"
22'-6"8'-6"
30'-11 1/2"A3.01A3.11A3.21A3.02 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing + Proposed Kitchen Plan
See DetailsA2.0A2.0Scale: 1/4 = 1'-0"2PROPOSED MAIN FLOOR PLANRELATED CODE REQUIREMENTS: (EGRESS + WINDOWS +DRS.)1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7SQUARE 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 TABLE150.1-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 BYWATER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY ISUNDERGOING ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALLRESIDENTIAL AND COMMERCIAL PROPERTY BUILT PRIOR TO JANUARY 1, 1994.DETAILS CAN BE FOUND ATHTTP://LEGINFO.CA.GOV/PUB/09-10/BILL/SEN/SB0401-0450/SB407 BILL 20091011CHAPTERED.HTML.2. PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CAL GREEN SECTION301.1,FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLEFAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIREHOUSE THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BEUPGRADED. WATER CLOSETS WITH A FLOW RATE EXCESS OF 1.6 GPF WILLNEED TO BE REPLACED WITH W.C. W/ A MAX. FLOW RATE OF 1.28 GPF.SHOWER HEADS W/ A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BEREPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. LAVATORY & KITCHEN FAUCETSW/ A FLOW RATE GREATER THAN 1.8 GPM WILL NEED TO BE REPLACED W/ AFAUCET 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) TYPEVALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, & 24" CLEARSPACE IN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING 1.28 GALLON.SHOWER DOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 22" WIDE, THESHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWERCOMPARTMENTS, REGARDLESS OF SHAPE,MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JOB-FORMED SHOWERPAN LINER MUST SLOPE 14" PER FOOT TO WEEP HOLES IN DRAIN, AND BEINSPECTED UNDER TEST PRIOR TO COVERING.RELATED CODE REQUIREMENTS: (BATHS) (CONT.):BUILDING:- SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" ABOVE THE DRAIN INLETWITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BEUSED AS A BACKER FOR MASTIC TILE WHERE IT WILL BE EXPOSED TOSPLASHING WATER AND IS NOT ALLOWED ON CEILINGS.CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANTFASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LOCATIONS. MIN.CEILING HEIGHT FOR ALL BATHROOMS IS 7'-0". SAFETY GLAZING ISREQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THEBOTTOM EDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. AS PART OFREMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALL BEDROOMS,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 THEOUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY OTHERS LOCATEDWITHIN THE BATHROOM MUST BE GFCI PROTECTED.- A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETSONLY, OR A SINGLE BATHROOM.- LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED BY AMANUAL ON OCCUPANTSENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASEFLUORESCENT WITH ELECTRONIC BALLAST.MECHANICAL:- A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUSTSHOULD BE 3-FEET FROM BUILDING 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 OFW.C.) AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OFENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THEWASHER & DISHWASHER, ETC., PER CPC5.WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE W/ 1.28 GALLONSMAX. PER FLUSH, PER CPC & GCG 4.303.1.16. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THEBUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND SHALL BERIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER 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 CPCSECT. 408.2 & (CGC 4.303.1.2)10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALLFINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2(CEMENT BASED)11. NA12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, + KITCHEN FAUCETS TO HAVE1.8 GPM FLOW MAX. PER 2019 CPC SECT. 403.7, & 403.6 (CGC 4.303.1.4.4)13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVEQUICK-ACTING VALVES (I.E.) DISHWASHERS HOT WATER LINE AND THEHOT/COLD LINES OF THE CLOTHES WASHER) 2019 CPC 609.10.14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0.15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOROUTSWING 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 ALLSLIDING AND IN-SWINGING DOORS SHALL BE LIMITED TO 7.75", AND NOT MORETHAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 2019 CRCR311.319. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREADDEPTH OF 10" PER CRC R311.7.4.20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATIONSYSTEM IS USED. THE USE OF A 4" THICK BASE OF 1/2" OR LARGER CLEANAGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESSTHAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEENSUBMITTED AND APPROVED BY THE BUILDING DIVISION . 2019 CGC §4.505.2AND CALIFORNIA RESIDENTIAL CODE (CRC) §R5O6.2.321. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOTBE INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHENTHE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURECONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2019CGC §4.505.31. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BYTITLE-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 TABLE150.1-A, & B8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOWGRADE, MEET STANDARDS IN TABLE 150.1-A & B9. QUALITY INSULATION INSTALLATION INSPECTION (QII) ISREQUIRED BY A THIRD PARTY.INSULATION: (See Title-24 For Min.)GENERAL NOTES: (cont.)22. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIREDSTANDARDS LISTED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3AND 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 INCHES LOWER THAN THE THRESHOLD FORIN-SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.5 INCHESLOWER THAN THE THRESHOLD FOR OUT-SWINGING DOORS) 2019 CRC R311.325. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION150.0(C)226 CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TOTHE WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M AND 5:00 P.M.POLLUTANT CONTROL NOTES:1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2019 CGC§4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOCFINISH MATERIALS. 2019 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEETTHE TESTING + PRODUCT REQUIREMENTS FOUND IN THE 2019CALIFORNIA GREEN BUILDING CODE. 2019 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THEFLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THECALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITYFIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIORAND EXTERIOR OF THE BUILDING WILL COMPLY WITH THE LOWFORMALDEHYDE EMISSION STANDARDS. 2019 CGC §4.504.56. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT-WEIGHTEDMIR LIMITS FOR ROC AND COMPLY W/ PERCENT VOC BY WEIGHT OFPRODUCT LIMITS, REGULATION 8, RULE 49. PER 2019 CGC 4.504.2.37. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALLFOLLOW LOCAL + REGIONAL AIR POLLUTION OR AIR QUALITYMANAGEMENT STANDARDS 2019 CGC §4.504.2.1A2.0Scale: 1/4 = 1'-0"1EXISTING MAIN FLOOR PLAN1. EXTERIOR BEARING WALLS LESS THAN 5' FEET FROM THE PROPERTY LINE WILL BE BUILT OF ONE-HOUR FIRE RATED CONSTRUCTION, 2019 CRC TABLE R302.1(1) OR 2019 CBC, TABLE 602.2. ROOF EAVES WILL NOT PROJECT WITHIN 2' FT. OF PROPERTY LINE2019 CRC TABLE R302.1 OR 2019 CBC TABLE 705.2FIRE RATING NOTES:
DN14RARCHD(E) MSTR BDRM(E) BDRM(E) BDRM 1HALL(E) BATH-3SHWR DAMSFFT
(E) BATH-2NICHE NOTE B(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) -(E) TILE(E) -(E) -(E) -(E) TILE23'-7 1/2"3'-1"26'-8"14'-10"18'-2"33'-0"20'-2 1/2"5'-6"25'-8 1/2"2'-0 1/2"
17'-11 1/2"13'-0 1/2"
33'-0"A3.01A3.11A3.02A3.21(E)HATCH AREA TOSHOW EXISTINGENCROACHMENTINTO D.H.E.(E)DN14R33'-8"5'-2 1/2"12'-6 1/2"33'-0"20'-2 1/2"5'-6"32'-8"A3.01A3.12A3.03A3.22OPEN RAILING(N)2/6(N) BED-2(N) WDTV24 X 18 KING 78 X 8024 X 18 (N) M. BED7'-0"10'-6 1/2"
2'-0 1/2"20'-5"12'-7"(N) WD(R)(E)(E)(R)(N) 4/6TEMP.1'-6"10'-0 1/2"6 1/2"11'-6 1/2"11'-2"6"3 1/2"(TEMP.)(N)2/8(N)2/6(N)1/0MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL (N)2/6(N)2/0(N)2/8(N)2/8(N) BED-3(N) WDTV (N)5/0EGRESS3 1/2"9'-5"(N) CLT(N) WD(N) BATH-2(N) TILE(N)2/0(N)5/03 1/2"
7'-8 1/2"(N)2/6DBL. HANGER DBL. HANGER(N) M. CLT(N) WDHERSHIS(N)2/6(N)2/6(N) M. BATH(N) TILE3 1/2"2'-1"
TVDBL. HANGERDBL. HANGER5 1/2"3 1/2"4'-6 1/2"3 1/2"9'-8 1/2"6'-3"1'-6 1/2"
(E)
(N)TEMP.TEMP.TEMP.15'-1"6'-1"FIXED / EYEBOW18x18Full - 54x7518x18 Full - 54x75(N)5/0(N)5/0FILLING IN FOR PRIVACYSHELVES(N)2/6(N)2/66'-1 1/2"ADDITION2002012022032052072082092102114'-1 1/2"(IF) TILED WALLADD 58" PLYWD TO POCKETWALL(OPTION) NUHEATELECT. PAD HEATEDFLR.(N) WINDOW DETAILSTO MATCH (E) PLASTERCOVED RETURNEDSEE PHOTO FORVISUAL1'-10"VAULT
VAULTVAULTWROUGHT IRONGATEVAU
L
T
(OPTION) BEAM(TYP.)A4.01A4.02A4.02A4.01PROPERTY LINE4'-3"D.S.D.S.D.S.D.S.D.S.D.S.D.S.HATCH AREA TOSHOWENCROACHMENTINTO D.H.E.5'-0"EGRESSEGRESSEGRESS7'-0"
OPTION: PKT 1'-10"(N) HALL(N) WDSHOWER
(T
E
M
P
.
)ON/OFF(N) 2/41'-6"1'-6"(OPTION) HEAT(N)1/0FIXED / EYEBOW204(N)2/0206ON/OFFSHOWERBENCH 3'-5"UP13R4x6 POST6x12 POST4x8 POST6x12 POSTWALL BLW4x4 POSTPATIONICHE
CONC FNDTNWALL BLWCONC FNDTNPASS THROUGH (E) DEN(E)(E)(E)(E)22'-8"8'-5 1/2"22'-6"
30'-11 1/2"
20'-0 1/2"
6'-0"1'-0"5'-2"17'-6 1/2"13'-1"A3.01A3.11A3.21A3.02GAS (E)W.H.FAU(E)(E)(E) VINYL WD.(PROTECT)(PROTECT)(E) LAUNDRY(E) GAS METER(E) ELEC. METERUP13R4x6 POST6x12 POST4x8 POSTWALL BLW6X6 POSTPATIONICHE
CONC FNDTNWALL BLWPASS THROUGH (E)(E)32'-10"18'-3"10'-6 1/2"
28'-9 1/2"
20'-0 1/2"
6'-0"1'-0"5'-2"17'-6 1/2"13'-1"(E) VINYL WD.A3.01A3.12A3.22A3.0321'-3"(N) ENTRY / HANGOUT(N) VINYL WD.10'-2"(PROTECT)(PROTECT)(PROTECT)(N) WD.
(E) WD.(N) 4/0(N) 4" CONC. W/TILE FIN.(N) 5/0(N)2/0K-108-3ANTIQUEFAUCETBRASS
TRASH(N) 4" CONC. SLOPEDTO LANDSCAPE(E) LAUNDRY(PROTECT)(N) 2/0SHOWER7'-10 1/2"(N) DECK LINE ABOVE ADDITIONADDITION2'-2"001003004005(N) BATH-3(N) TILEGAS (E)W.H.FAU(N)(N) GAS FAUW/ AC, ALL NEW DUCTING,THERMOSTAT PROVIDEDBY OWNER(E) GAS WATERHEATER (RE-USE)6x12 POST(E)(N) STORAGE DRS.(E) VINYL WD.(PROTECT)(N) GAS METER(MOVED ABOUT 6')(N) STORAGE DRS.(E) BEAM LAYOUT(E) WD.TVTVTEMP.TEMP.(PRIVACY)A4.01A4.02A4.02(N) ELECT. METER(MOVED ABOUT 6')4'-3"PROPERTY LINE(E) DEN-1EGRESSEGRESS(E) ELEC.PANEL(N)2/8(N) 2X4 WALLV.I.F.(E) WASHER(E) DRYERN(N)2/6(N) BATH-3 IS TO SERVEOUTDOOR ACTIVITIES &FUTURE POOLSLEEPER SECTIONAL(ADU)(ADU)00215" BASE7'-4"U. CAB. STORAGE24" UCREF./FREEZERCOMBO(N) ENCLOSEMENT UNDERDECK TO HIDEGARBAGE/RECYCLE BINS(N) 4/0E(N) 2/8(N) 2/6CABINET
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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing + Proposed Floor Plans
See DetailsA2.1A2.1Scale: 1/4 = 1'-0"1EXISTING UPPER FLOOR PLANA2.1Scale: 1/4 = 1'-0"2PROPOSED UPPER FLOOR PLANA2.1Scale: 1/4 = 1'-0"3EXISTING LOWER FLOOR PLANA2.1Scale: 1/4 = 1'-0"4PROPOSED LOWER FLOOR PLANADU KITCHEN REQUIREMENTS:1. A SINK AND COOKING FACILITY (PERMANENT STOVE AND/OR OVEN)2. A REFRIGERATOR WITH SEPERATE DOORS FOR THE REFRIGERATOR ANDFREEZER COMPARTMENTS3. A FOOD PREPARATION COUNTER AND STORAGE CABINETS THAT ARE OFREASONABLE SIZE IN RELATION TO THE SIZE OF THE ADU.33
A3.11A3.01A3.21A3.02(E) TERRACOTTA(E) CLASS A: FIRE RATED(E) PROTECTTILE ROOF(E) TERRACOTTA(E) CLASS A: FIRE RATED(E) PROTECTTILE ROOF3.7512(E) SLOPE3.75 12(E) SLOPE 112(E) SLOPE(E) RIDGE(E) RIDGE
12(E) SLOPE512(E) SLOPE512(E) SLOPE512(E) SLOPE512(E) SLOPE5(E) F.P.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.(E) COPPERGUTTERS &DOWNSPOUTSSAVE & REUSEK-108-3ANTIQUEFAUCETBRASS
K-108-3ANTIQUEFAUCETBRASS D.S.D.S.D.S.D.S.D.S.D.S.D.S.A3.12A3.01A3.22A3.03(E) TERRACOTTA(E) CLASS A: FIRE RATED(E) PROTECTTILE ROOF(E) TERRACOTTA(E) CLASS A: FIRE RATED(E) PROTECTTILE ROOF3.75
12
(E) SLOPE
3.75
12
(E) SLOPE
112(E) SLOPE(E) RIDGE(E) RIDGE 512(E) SLOPE12(E) SLOPE512(E) SLOPE5(E) F.P.5
12
(N) SLOPE 12(E) SLOPE5(N) TERRACOTTA(N) CLASS A: FIRE RATED( TO MATCH EXISTING )TILE ROOF(N) RIDGE(N) VALLEY(N) VALLEY12
(N) SLOPE
312(N) SLOPE5D.S.D.S.D.S.D.S.D.S.D.S.(N) COPPERGUTTERS &DOWNSPOUTS(REUSE EXISTING)(N) COPPERGUTTERS &DOWNSPOUTS(REUSE EXISTING)D.S.(N) HIDDEN TILE(BARREL) VENT(TYP.)Existing + Proposed Roof Plan
See DetailsA2.2PLUMBING & HVAC NOTE:1. GROUP ALL EXHAUST FLUES TOGETHER WHENPOSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAROF HOUSE TYP. VERIFY LOCATION W/ DESIGNER.VENTILATION CALC:SQ. FT. OF (N) ROOF: 308.05 SQ. FT.(N) 308.05/150 = 2.05 SQ. FT. OF VENTILATION IN NEW ROOF(N) ROOF VENTS (4 ea. X .75 SQ. FT.) = 3.00 SQ. FT.TOTAL VENTILATION INSTALLED = 3.00 SQ.FT. 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22
RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22A2.2Scale: 1/4 = 1'-0"1EXISTING ROOF PLANA2.2Scale: 1/4 = 1'-0"2PROPOSED ROOF PLANNOTES:1. (EXISTING)(OGEE) G.S.M. GUTTERS, & (3" GSM)DOWNSPOUTS (MATCH EXISTING AS REQUIRED),LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDEWITH 1/4" EDGE TURNED OVER AND FASTENEDWITH CLEATS. LAP JOINTS AT LEAST 4"M BUT DONOT SOLDER.2. WHEN INSULATION IS INSTALLED IN ENCLOSEDRAFTER SPACES WHERE CEILINGS ARE APPLIEDDIRECT TO THE UNDERSIDE OF ROOF RAFTERS, AMINIMUM AIR SPACE OF 1 INCH MUST BEPROVIDED, INSULATION BAFFLE NEEDED.3. FLASHINGS AND COUNTER FLASHINGS SHALLNOT BE LESS THAN 0.016-INCH (28-GAUGE)CORROSION RESISTANT METAL, AND VALLEYFLASHING.4. AT THE JUNCTURE OF THE ROOF & VERTICALSURFACES, FLASHING & COUNTER FLASHINGSSHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE).NOTES CONT:5. 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 BE3'-0" AWAY FROM DOORS, WINDOWS, OPENINGSKYLIGHTS OR ATTIC VENTS, PER CODE6. ATTIC VENTILATION AT CALIFORNIA FRAMINGTO RECEIVE LOW PROFILE VENTS OR OPENING INTHE ROOF SHEATHING BELOW.7. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKINGTO RECEIVE 2" DIA. HOLES IN EVERY BLOCKTYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW.8. ATTIC IS GETTING NEW INSULATION, VERIFY (E)FANS/VENTS TO WHAT IS REQUIRED PERCURRENT CODE.
GRADE/TYPCHIM/TYP6'-8 1/2"6'-8"
7'-4 1/2"STUCCO/TYPVENT(E)(E)(E)(E)(E)(E)(E) LOT LINE4'-3"(E) LOT LINE11'-10 1/2"(E) DRIVEWAYD.S.D.S.3.75121215:12 SLOPEFIRST FLR. FIN. FLR.SECOND FLR. FIN. FLR.RIDGEFIRST FLR. TOP PLATESECOND FLR. TOP PLATEBASEMENT TOP PLATE4'-1 1/2"8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-5"28'-0" OVERALL HEIGHT (NO CHANGE)70.10'(E) GRADEAVERAGE T.O.C.65.24'69.39'30' HEIGHT LIMIT30'-0"78.39'79.48'87.85'93.24'95.24'(E) GRADE7'-6"
7'-6"D.H.E. LEFT SIDE63.74'14'-0"D.H.E. LEFT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'45°D.H.E. RIGHT SIDE66.29'D.H.E. RIGHT SIDE@ 12' HEIGHT78.29'12'-0"D.H.E. RIGHT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'D.H.E. LEFT SIDE@ 14' HEIGHT77.74'45°EGRESS3'-3"4'-1 1/2"
6'-5 1/2"
6'-6"
6'-8"
6'-8"
6'-10"
6'-9"
6'-8"GRADE/TYPCHIM VENT/TYPSTUCCO/TYP(E) LOT LINE
D.S.D.S.D.S.D.S.(E) DRIVEWAY30' HEIGHT LIMIT95.24'(E) LOT LINE(E) GRADE(E) GRADE7'-6"D.H.E. LEFT SIDE63.74'14'-0"D.H.E. LEFT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'45°D.H.E. RIGHT SIDE66.29'D.H.E. RIGHT SIDE@ 12' HEIGHT78.29'12'-0"D.H.E. RIGHT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'D.H.E. LEFT SIDE@ 14' HEIGHT77.74'45°7'-6"5'-0"BASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'RIDGESECOND FLR. TOP PLATE87.85'93.24'7'-1 1/2"
8 1/2"
8'-3 1/2"
1'-1"
8'-4 1/2"5'-5"62.27'2'-0"AVERAGE T.O.C.65.24'GRADE/TYPCHIM VENT/TYPSTUCCO/TYPTEMP.(N)(N)20'-5" (ADDITION)13'-9" (EXISTING)(N)(N)TEMP.(N)(N)(E)(N) DECK4'-3"11'-10 1/2"(E) STUCCO(E) SPANISH TILE ROOF (ADDITION) (EXISTING)(N) ROMEO + JULIET, BALCONY(N) STUCCOMATCH (E)(N)(N)(E)TEMP.(N)(N)(N)(N)3'-6"
RECYCLING(E) DRIVEWAYD.S.D.S.(N) ROOF TOMATCH (E) ROOFW/ HIDDEN TILE(BARREL) VENTSSIERRA-PACIFICWOOD/CLAD WDS. +DRS, PUTTY SDL5:12 SLOPE5123:12 SLOPEMATCH (E) TRIM(N) WOOD DECK W/TILE FINISH(N) WOOD RAILING(E) LOT LINE
BASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'RIDGESECOND FLR. TOP PLATE30' HEIGHT LIMIT87.85'93.24'95.24'7'-1 1/2"
8 1/2"
8'-3 1/2"
1'-1"
8'-4 1/2"5'-5"
30'-0"62.27'(E) LOT LINE
7'-6"D.H.E. LEFT SIDE63.74'14'-0"D.H.E. LEFT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'45°D.H.E. RIGHT SIDE66.29'D.H.E. RIGHT SIDE@ 12' HEIGHT78.29'12'-0"D.H.E. RIGHT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'D.H.E. LEFT SIDE@ 14' HEIGHT77.74'45°7'-6"5'-0"EGRESS4'-6"7'-0"LOWERPATIO(E) GRADE(E) GRADEAVERAGE T.O.C.65.24'28'-0" NO CHANGE TO OVERALL HEIGHTTEMP.TEMP.3'-0"1'-0"(N)(N)(N) 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing + Proposed Elevations
See DetailsA3.0A3.0Scale: 1/4 = 1'-0"1EXISTING FRONT ELEVATIONA3.0Scale: 1/4 = 1'-0"2EXISTING REAR ELEVATIONA3.0Scale: 1/4 = 1'-0"3PROPOSED REAR ELEVATIONNO WORK AT FRONT ELEVATION
6'-8"
6'-8 1/2"
6'-8 1/2"
6'-9 1/2"
6'-5"GRADE/TYPCHIM VENT/TYPVIEW BLKD BYMTL GATE/TYPSTUCCO/TYP6'-8"VENTVENTFNDTN ACSVENTD.S.D.S.FIRST LEVEL F.F.@LIVINGFIRST FLR TOP PLATE@ LIVING ROOM78.89'69.48'FIRST FLR. FIN. FLR.SECOND FLR. FIN. FLR.RIDGEFIRST FLR.TOP PLATESECOND FLR. TOP PLATEBASEMENTTOP PLATE4'-1 1/2"8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-5"28'-0" OVERALL HEIGHT (NO CHANGE)70.10'AVERAGE T.O.C.65.24'69.39'30' HEIGHT LIMIT30'-0"78.39'79.48'87.85'93.24'95.24'2'-0"FRONT YARDREAR YARD6'-8"
6'-8 1/2"GRADE/TYPCHIM VENT/TYPVIEW BLKD BYMTL GATE/TYPSTUCCO/TYP6'-8"VENTVENTFNDTN ACSVENT(N)(E)(E)(E)(E)(N)(R)WINDOW REPLACED FORWD/CLAD, EXISTING ISALUM. WINDOW NOTIN KEEPING W/ ARCH.(N)(N)(N)(LOWER PATIO)GARBAGERECYCLINGD.S.D.S.(E) (N) (EXISTING) (ADDITION)10'-2" (ADDITION)43'-6 1/2" (EXISTING)(N) STUCCOMATCH (E)(N) ROOF TO MATCH(E) ROOF W/ HIDDENTILE (BARREL) VENTSSIERRA-PACIFICWOOD/CLAD WDS. +DRS, PUTTY SDL3.75:12 SLOPE5125:12 SLOPE312MATCH (E) TRIM +DETAILS OF (E)DINING RM WINDOW(N) WOOD DECK W/TILE FINISH(N) WOOD RAILINGFIRST LEVEL F.F.@LIVINGFIRST FLR TOP PLATE@ LIVING ROOM78.89'69.48'FIRST FLR. FIN. FLR.SECOND FLR. FIN. FLR.RIDGEFIRST FLR.TOP PLATESECOND FLR. TOP PLATEBASEMENTTOP PLATE4'-1 1/2"8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-5"28'-0" OVERALL HEIGHT (NO CHANGE)70.10'AVERAGE T.O.C.65.24'69.39'30' HEIGHT LIMIT30'-0"78.39'79.48'87.85'93.24'95.24'2'-0"FRONT YARDREAR YARD2'-9"4'-8"EGRESS(N)EGRESS2'-6"3'-7 1/2"(E) GRADE(E) GRADETEMP. 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing + Proposed Elevations
See DetailsA3.1A3.1Scale: 1/4 = 1'-0"1EXISTING RIGHT ELEVATIONA3.1Scale: 1/4 = 1'-0"2PROPOSED RIGHT ELEVATION
6'-5 1/2"
6'-9"
6'-8"
6'-8"
6'-9 1/2"
6'-9"GRADE/TYPCHIM VENT/TYPSTUCCO/TYPVENTFNDTN ACSFIRST LEVEL F.F.@LIVINGFIRST FLR TOP PLATE@ LIVING ROOM(E) GRADE(E) GRADE78.89'69.48'9'-5"BASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'(E) RIDGESECOND FLR. TOP PLATE30' HEIGHT LIMIT87.85'93.24'95.24'7'-1 1/2"8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-5"
30'-0" (HEIGHT LIMIT)62.27'2'-0"REAR YARDFRONT YARDAVERAGE T.O.C.65.24'28'-0" NO CHANGE TO OVERALL HEIGHT
6'-5 1/2"
6'-9"
6'-8"
6'-8"GRADE/TYPCHIM VENT/TYPSTUCCO/TYPVENTFNDTN ACS(E)(E)(E)(E)10'-2" (ADDITION)43'-6 1/2" (EXISTING)(N)(N)FILLING IN FOR PRIVACYWINDOW REMOVED FORPRIVACY OF NEIGHBORWINDOW REPLACED FORWD/CLAD, EXISTING ISALUM. WINDOW NOTIN KEEPING W/ ARCH.AWNING IN FOR PRIVACY(N)5'-0"4'-0"STUCCO/TYP(MATCH E)LOWER PATIOD.S.(E)(N) (EXISTING) (ADDITION)(N) STUCCOMATCH (E)(N) ROOF TO MATCH(E) ROOF W/ HIDDENTILE (BARREL) VENTSSIERRA-PACIFICWOOD/CLAD WDS. +DRS, PUTTY SDL5:12 SLOPE5123.75:12 SLOPEMATCH (E) TRIMMATCH (E) TRIMBASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'RIDGESECOND FLR. TOP PLATE30' HEIGHT LIMIT87.85'93.24'95.24'7'-1 1/2"8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-2"30'-0"62.27'FIRST LEVEL F.F.@LIVINGFIRST FLR TOP PLATE@ LIVING ROOM78.89'69.48'9'-5"REAR YARDFRONT YARDEGRESS3'-3"3'-7 1/2"EGRESS(E) GRADE(E) GRADEAVERAGE T.O.C.65.24'2'-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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing + Proposed Elevations
See DetailsA3.2A3.2Scale: 1/4 = 1'-0"1EXISTING LEFT ELEVATIONA3.2Scale: 1/4 = 1'-0"2PROPOSED LEFT ELEVATION
(E) LOT LINE
(E) LOT LINE(N) KITCHENBATH-1HALL(N) BED-3(N) HALL(N) BATH-2(N) M. BATH(N) DEN-2(N) BATH-3(E) BSMTBEYONDR-19 @ FLOORFRAMING, TYP.SEE TITLE-24ENGINEERED FLOORTRUSSES @ 16" O.C.TYP. W/ 3/4"T & G PLYWOOD (S.S.D.)(N) ENGINEEREDTRUSSES @ 24" O.C.SEE TRUSS LAYOUTR-19 @ 2x6WALLS, TYP.SEE TITLE-2458" GYP. BD, TYP.DRIVEWAY(E) GRADE (TYPICAL)(E) 2X81.75 x 9.25 LVL @ 12" O.C.1'-4"BASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'RIDGESECOND FLR. TOP PLATE30' HEIGHT LIMIT87.85'93.24'95.24'7'-1 1/2"
8 1/2"
8'-3 1/2"
1'-1"
8'-4 1/2"5'-5"
28'-0" OVERALL HEIGHT (NO CHANGE)62.27'2'-0"
7'-6"D.H.E. LEFT SIDE63.74'14'-0"D.H.E. LEFT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'45°D.H.E. RIGHT SIDE66.29'D.H.E. RIGHT SIDE@ 12' HEIGHT78.29'12'-0"D.H.E. RIGHT SIDE@ 7.5' OFFSET FROM 2ND FLR77.74'D.H.E. LEFT SIDE@ 14' HEIGHT77.74'45°7'-6"5'-0"AVERAGE T.O.C.65.24'30'-0"(E) GRADE(E) DINING(N) KITCHEN(N) DECK(N) HERS(N) HIS(N) BED-2(N) BED-3(E) DEN-1(N) DEN-2PATIOROMEO & JULIETBALCONYREAR YARD6X6
(E) GRADE (TYPICAL)(N) ENGINEEREDTRUSSES @ 24" O.C.SEE TRUSS LAYOUTR-19 @ 2x6WALLS, TYP.SEE TITLE-2458" GYP. BD, TYP.R-19 @ FLOORFRAMING, TYP.SEE TITLE-24ENGINEERED FLOORTRUSSES @ 16" O.C.TYP. W/ 3/4"T & G PLYWOOD (S.S.D.)2X10FRONT YARD6X6(E) STORAGE(E) BEAMS(E) 2X81.75 x 9.25 LVL @ 12"4x103/4" T+G6x81 1/2"BASEMENT LEVEL F.F.E.SECOND FLR. FIN. FLR.FIRST FLR. TOP PLATE78.39'79.48'FIRST FLR. FIN. FLR.BASEMENT TOP PLATE70.10'69.39'RIDGESECOND FLR. TOP PLATE30' HEIGHT LIMIT87.85'93.24'95.24'8 1/2"8'-3 1/2"1'-1"8'-4 1/2"5'-5"62.27'2'-0"AVERAGE T.O.C.65.24'28'-0" OVERALL HEIGHT (NO CHANGE)
7'-1 1/2"
30'-0"(E) COPPER GUTTERS& DOWNSPOUTSSAVE & REUSE. SEEROOF PLAN(E) TILE ROOF. SEEROOF PLAN3.4' +/-(E) GRADE(E) WD. CORBEL7'-1 1/2" 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Proposed Building Sections
See DetailsA4.0A4.0Scale: 1/4 = 1'-0"1PROPOSED BUILDING SECTIONA4.0Scale: 1/4 = 1'-0"2PROPOSED 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 / WINDSOR ONE SIDING (PAINTED)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/ WINDSOR ONE SIDING, PAINTEDSIERRA PACIFIC ALUM.WINDOWS (CLAD) ORMARVING.S.M. WINDOW FLASHING(PAINTED TO MATCH TRIM)BRICK MOLD TO MATCH (E)DOUBLE 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
TBA
2229 Adeline Drive
Burlingame CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22See 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"7 TYPICAL WINDOW DETAILSierra Pacific or Marvin or EqualA5.0Scale: 3" = 1'-0"4(N) EXT. WALL VENT DTLS.Scale: 3" = 1'-0"6STUCCO EXT. WALL DETAILSA5.0-Scale: N/A5EXISTING INTERIOR WINDOW DETAILA5.0-
V.I.F.7'-0"A.1-3/8" SOLID COREPAINT GRADESQ. CORNER 3.5"HINGES TYP. (EMTEK)DOOR HEIGHTS:(VERIFY) FOR COST001A.100101102206TEMP.2'-6"2'-6"2'-6"2'-6"6'-8"2'-0"2'-0"5'-0"003B.TEMP.2'-6"2'-6"2'-6"2'-6"5'-0"7'-0"104C.2'-0"3'-6"004D.2002014'-0"3'-6"005E.4'-6"4'-0"105F.3'-0"2'-0"202G.2031'-0"3'-0"205H.3'-6"207I.2'-0"TEMP.2'-3"2'-3"2'-3"2'-3"7'-0"4'-6"209J.TEMP.TEMP.TEMP.TEMP.FIXED, OPTIONFOR EYEBOW WD.2042085'-0"4'-0"211L.2'-6"2'-6"2'-0"210K.103M.3'-2"TEMP.2'-0"002N.6'-0"(MATCH) THE (E) DINING ROOMWINDOW SIZE2'-6" 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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Proposed Finish Schedule
See DetailsA9.0 ROOM FLOORING REMARKSWALLSPAINT CEILING MILLWORKCROWNDEN 2BATH 3PATIOPAINT 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 EQUIVALENTDININGKITCHEN TBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSPAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)BATH-1BATH-2U. HALLTBSTBSTBSTBSTBSTBSTBSTBSPAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)FIRST FLOORSECOND FLRROOM FINISH SCHEDULEROOM FINISH SCHEDULETBSTBSTBSTBSTBSTBSTBSA9.0Scale: NA1TBSTBSBED-2TBSSAFETY 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.BATH 3TBD002ASTD.HARDWARE FINISH SPECIFICATION:ENTRY DOOR HARDWARE: (BY OWNER) AND INSTALLED BY CONTRACTORWINDOW HARDWARE: WHITE, TYP. (VERIFY W/ OWNER)1. WOOD/CLAD SIERRA PACIFIC WINDOWS + DOORS, WITH S.D.L 3/4"MUNTIN BARS2. 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 MEASUREBSMNTMAIN FLOOR 001100 EXT. DOORS & WINDOWS SCHEDULE A9.0Scale: NA21. SEE CAL GREEN REQUIREMENTS IN ROOM SCHEDULECAL. GREEN REQUIREMENTSSEE DETAILSTBDSTD.PRIMEDDEN 2 EXT. DOORS & WINDOWS ELEVATIONS A9.04Scale: 1/4" = 1'-0"BSLIDERD.F.TBS TBSPAINT (TBS)TBSBED-3SECOND FLOOR LO E (T)NOTE # 1, 2TILEWOOD WOOD VINYL WD.TILEWOODTILE WOODTILE WOOD 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 #KITCHEN(N) RANGE(N) REFRIGERATOR(N) DISHWASHER(N) DISPOSALT.B.D.T.B.D.T.B.D., INCLUDE WATER LINE TO REAR OF UNITT.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D., TYPICAL DUAL FUELT.B.D.T.B.D.T.B.D.T.B.D., MIN. 100 CFM, VENT TO EXTERIOR PER CODET.B.D.APPLIANCE SCHEDULEA9.0Scale: NA3(N) VENT HOODT.B.D.T.B.D.T.B.D.T.B.D.FIRST 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 §4.504.2.1L. HALLWOOD 101102103104105201202203207208209211(N) MICROWAVET.B.D.T.B.D.T.B.D., TYPICAL DRAWER STYLET.B.D.TBS TBSPAINT (TBS)TBSM. BED WOODTBS TBSPAINT (TBS)TBSM. CLT. WOODTBS TBSPAINT (TBS)TBSM. BATHTILE 204210SECOND
FLOOR DEN 1TBS TBSPAINT (TBS)TBSVINYL WD.CLADBATH 1KITCHEN2008. 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 B003DNOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINE CLAD004ENOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINECLADBASEMENTLIVINGTBS TBSPAINT (TBS)TBSWOODTBS TBSPAINT (TBS)TBSDECKTILEDEN 2DEN 22'-0" X 3'-6"4'-0" X 3'-6"AWN.CASECASESEE DETAILSLO E (T)PRIMEDPINECLADBATH 1HALLNOTE # 1TBDASTD.AWN.SEE DETAILSLO EPRIMEDPINE CLADNOTE # 1TBDASTD.AWN.SEE DETAILSLO EPRIMEDPINECLADNOTE # 1TBDASTD.AWN.SEE DETAILSLO EPRIMEDPINECLADNOTE # 12'-0" X 2'-0"TBDMSTD.FIXEDSEE DETAILSPRIMEDPINE CLAD6'-0" X 3'-2"NOTE # 1LO E (T)SEE DETAILSTBDSTD.PRIMEDCFRENCH DR.D.F.LO E (T)NOTE # 1, 2CLAD5'-0" X 7'-0"KITCHENKITCHENFNOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINECLAD4'-6" X 4'-0"CASEDNOTE # 1, 2TBDSTD.SEE DETAILSLO EPRIMEDPINECLAD2'-0" X 3'-6"CASEDNOTE # 1, 2TBDSTD.SEE DETAILSLO EPRIMEDPINE CLADCASEDNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINE CLAD2'-0" X 3'-6"CASEM.BEDM.BEDM.BATHM.BATHTBDGSTD.AWN.SEE DETAILSLO E (T)PRIMEDPINE CLADNOTE # 13'-0" X 2'-0"M.BATHHNOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINECLAD1'-0" X 3'-0"CASE/FIXEDBATH 2INOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINE CLAD2'-0" X 3'-6"CASEBATH 2TBDASTD.SEE DETAILSLO EPRIMEDPINECLADNOTE # 1AWN.SEE DETAILSTBDSTD.PRIMEDJFRENCH DR.D.F.LO E (T)NOTE # 1, 2CLAD4'-6" X 7'-0"BED 3BED 3BED 25'-0" X 2'-0"KSTD.NOTE # 1AWN.TBDSTD.SEE DETAILSLO EPRIMEDPINECLADNOTE # 1L5'-0" X 4'-0"CASENOTE # 1, 2TBDSTD.SEE DETAILSLO EPRIMEDPINECLAD005SEE DETAILSTBDSTD.PRIMEDPINELO ENOTE # 1CLADBATH 3NAWN.2'-6" X 2'-0"2'-0" X 2'-0"2'-0" X 2'-0"2'-0" X 2'-0"5'-0" X 6'-8"2'-0" X 2'-0"205206M.BATHANOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINE CLAD2'-0" X 2'-0"AWN.M.BATHHNOTE # 1TBDSTD.SEE DETAILSLO EPRIMEDPINECLADCASE/FIXED2'-0" X 3'-6"1'-0" X 3'-0"
18'-0"20'-0"(E) 2-STALL GARAGE(E) CONC.(PROTECT)(E) OVERHEADDOOR(E) OVERHEADDOOR(E)ENTRYDOOR18'-0"(E) LOT LINE8"(E) CONC. WALLW/ PRIVACYSHRUBBERY(E) PRIVACYWALLREAR YARD(E) STUCCO(E) WD. O.H. DR.(E) WD. BRACKETSGRADEGARAGE T.O.P.10'-0"(E) CONC.CURB(E) CONC. WALL W/PRIVACY SHRUBBERY(E) PLANTERGRADEGARAGE T.O.P.10'-0"
(E) LOT LINE
(E) WD. SIDING PAINTED(E) WD. ENTRY DR.(E) WD. LATTICE FORDECORATIVELANDSCAPINGDRIVEWAY(E)9"20'-0"(E) CONC. CURBCONC. WALL LINE(E) LOT LINE(E) CONC. CURBDRIVEWAYGRADEGARAGE T.O.P.10'-0"(E) WD. SIDING PAINTED(E) PRIVACY WALL9"20'-0"(E) LOT LINE
PRIVACY WALL LINE(E)PLANTERDW GRADEGARAGE T.O.P.10'-0"1'-6"GRADEREAR YARD(E) WD. SIDING PAINTED8"18'-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. AND MRS. CAMERON FOSTER
2229 Adeline Drive
Burlingame CA 94010
Title :
Project :
Date :12-22-21Drawn :TIM RADUENZ21_40Job No. :
Owner :
APN#: 027-161-160
Contractor :
PLANNING SET
Zoning: R1
MR. + MRS. Cameron Foster
2229 Adeline Drive
Burlingame, CA 94010
oneDESIGN PLANNING formRESPONSE TO PLANNING DEPT COMMENTS 05.16.22 05.19.22RESPONSE TO PLANNING DEPT COMMENTS 06.03.22 06.06.22RESPONSE TO PLANNING DEPT COMMENTS 06.24.22 06.24.22
Existing Garage Plans
See DetailsG2.0G2.0Scale: 1/4 = 1'-0"3EXISTING LEFT ELEVATIONG2.0Scale: 1/4 = 1'-0"5EXISTING RIGHT ELEVATIONG2.0Scale: 1/4 = 1'-0"2EXISTING FRONT ELEVATIONG2.0Scale: 1/4 = 1'-0"4EXISTING REAR ELEVATIONG2.0Scale: 1/4 = 1'-0"1EXISTING GARAGE FLOOR PLANNO WORKG2.0Scale: NA6IMAGES OF EXISTING GARAGENO WORKNO WORKNO WORKNO WORKNO WORK