HomeMy WebLinkAboutPLANS - PC - 2023.04.10-8A, 1205 MILLS AVENUEG E N E R A L N O T E SC O N T A C T L I S TP R O J E C T D E S C R I P T I O NS H E E T I N D E XA0.0GENERAL NOTES / SHEET INDEXA1.0EXISTING SITE PLANA1.1NEW SITE PLANA2.0NEW FIRST & SECOND FLOOR PLANA2.1NEW GARAGE FLOOR PLAN / ELEVATIONS / BUILDING SECTIONSA3.0NEW ROOF PLANA4.0BUILDING SECTIONSA4.1BUILDING SECTIONSA5.1NEW EXTERIOR ELEVATIONSA5.2NEW EXTERIOR ELEVATIONSA7.0RENDERINGSA R C H I T E C T U R A LOWNER[T] 408 310 9987[CONTACT] JOHN MABE III[E] john@jm3design.com1205 MILLS AVEBURLINGAME, CA 94010[CONTACT] RRP HOMES LLCDOOR TAGKEY NOTEELEVATION TAGRENDERING/PHOTO TAGSDETAIL TAGSECTION TAGWINDOW TAG1.NEW SINGLE FAMILY RESIDENCE TOTAL 3,100 SQFTV I C I N I T Y M A PJM3 DESIGNS Y M B O L L E G E N DA0.0B U I L D I N G I N F O R M A T I O NPROJECT NAMEPROJECT ADDRESSAPN NUMBERPROPOSED USECONTACTPHONEMILLS NEW RESIDENCEBUILDING INFORMATION1205 MILLS AVEBURLINGAME,CA 94010026073240NEW SINGLE FAMILY RESIDENCEJOHN MABERESIDENTIAL CODEBUILDING CODEMECHANICAL CODEPLUMBING CODEELECTRICAL CODEFIRE CODESTATE AMENDMENTSLIFE SAFETY CODEACCESSIBILITY CODEENERGY CODEAPPLICABLE CODESCBC, 2019CMC, 2019CPC, 2019NEC, 2019UFC, 201920192019CEC 2019ZONEOCCUPANCYREQ'D FIRE SEPARATIONCONSTRUCTION TYPESPRINKLEREDFRONT SETBACK (1ST FLR)FRONT SETBACK (2ND FLR)REAR SETBACKSIDE SETBACKBUILDING.PLANNINGR-1R3(RESIDENTIAL)/U(GARAGE)NONEV, BNO15'-0"20'-0"20'-0"CBC 2019408.310.99871.ROOFING ASSEMBLIES1 ) ROOFING ASSEMBLIES SHALL BE DESIGNED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS BETWEEN THE ROOF COVERING AND THE ROOFDECKING.2 ) ROOF VALLEY FLASHING SHALL BE MADE OF NOT LESS THAN 26-GAUGE GALVANZIED SHEET METLA INSLALLED OVER A MINIMUM 36" WIDEUNDERLAYMENT OF ONE LAYER OF 72" CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY.3 ) ROOF GUTTERS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS INTHE GUTTER.2.ATTIC VENTILATION1 ) ROOF ATTIC VENTS SHALL BE DESIGNED TO RESIST THE INTRUSION OF FLAMES AND EMBERS INTO THE ATTIC OF A STRUCTURE, OR SHALL BEPROTECTED WITH CORROSION RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4" OPENINGS, OR EQUIVALENT.2 ) EAVE AND CORNICE VENTS SHALL BE DESIGNED TO RESIST THE INTRUSION OF FLAMES AND EMBERS INTO THE ATTIC OF A STRUCTURE, OR SHALLBE PROTECTED WITH CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4" OPENINGS, OR EQUIVALENT.3 ) EAVE PROTECTION - EAVES AND SOFFITS SHALL BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ONTHE EXPOSED UNDERSIDE.3.EXTERIOR WALLS1 ) EXTERIOR WALLS SHALL BE DESIGNED USING IGNITION-RESISTANT MATERIALS, NONCOMBUSTIBLE CONSTRUCTION, HEAVY TIMBER, LOG WALLCOSTRUCTION OR EQUIVALENT.2 ) EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUDATION TO THE ROOF, AND TERMINATE AT 2" NOMINAL SOLID WOODBLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR TERMINATE AT AN EAVE ENCLOSURE.3 ) EXTERIOR WALL VENTS SHALL BE DESIGNED TO RESIST INTRUSION OF FLAME AND EMBERS INTO THE STRUCTURE, OR SHALL BE PROTECTED WITHA CORROSION RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4" OPENINGS, OR EQUIVALENT.4 ) EXTERIOR WINDOW, WINDOW WALL, AND GLAZED DOOR ASSEMBLIES SHALL HAVE A 20-MINUTE FIRE-RESISTANT RATING, OR BE DESIGNED USINGINSULATING-GLASS UNITS WITH A MINUMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS.5 ) EXT. DOOR ASSEMBLIES SHALL HAVE A 20-MIN. FIRE RESISTANT RATING, OR BE DESIGNED USING NONCOMBUSTIBLE CONSTRUCTION, OR BECONSTRUCTED OF SOLID-CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 3/8" THK., AND FIELD PANELS NOT LESS THAN 1 14" THK..6 ) EXTERIOR VEHICLE ACCESS DOORS SHALL BE NON-COMBUSTIBLE OR EXTERIOR FIRE-RETARDANT TREATED WOOD.CRC, 2019JM3 DESIGNSHEET INDEX / GENERALNOTES / CONTACT LISTRESIDENTIAL DESIGNERProject DateProject #Dwg Title520.2022Mills Res.New ResidenceBurlingame, Ca 940101205 Mills Ave07.20.2022L-1MATERIALS PLANL A N D S C A P E[T] 408-605-9973[CONTACT] TODD KALBFELD[E] tkalbfeld@sbcglobal.netTODD KALBFELDLANDSCAPE DESIGNLANDSCAPE ARCHITECT4'-0"APN #026073240L-2PLANTING PLANL-3HYDRO-ZONE PLANL-4IRRIGATION PLANC0COVER SHEETC1GRADING AND DRAINAGE PLANC2CONSTRUCTION DETAILSC3EROSION AND SEDIMENT CONTROL PLANC4BEST MANAGEMENT PRACTICES (BMP SHEET)C5CITY STANDARD DETAILSC6ENCROACHMENT PERMIT NOTESC I V I L“CONSTRUCTION HOURS”WEEKDAYS: 8:00 A.M. - 7:00 P.M.SATURDAYS: 9:00 A.M. - 6:00 P.M.SUNDAYS AND HOLIDAYS: NO WORK ALLOWED(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION18.07.110 FOR DETAILS.)(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION13.04.100 FOR DETAILS.)CONSTRUCTION HOURS IN THE CITY PUBLICRIGHT-OF-WAY ARE LIMITED TO WEEKDAYS ANDNON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.NOTE: CONSTRUCTION HOURS FOR WORK IN THE PUBLICRIGHT OF WAY MUST NOW BE INCLUDED ON THE PLANS.CITY INFORMATION110.18.2022RESPONSE TO CITY COMMENTS2. NEW DETACHED 1-CAR GARAGE AND ADU AT REAR OF PROPERTYREVISEDRECEIVEDCITY OF BURLINGAMECDD-PLANNING DIVISION4.3.23
EXISTING /DEMO SITE PLAN1/8" = 1'-0"01PROPERTY LINEAREA OF EXISTING LANDSCAPESYMBOL LEGEND100.00SITE PLAN KEYNOTESSITE GRADING PER 2019 CBC 1804.41804.4 SITE GRADING. THE GROUND IMMEDIATELY ADJACENT TOTHE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDINGAT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITSHORIZONTAL (5 PERCENT SLOPE) FOR A MINIMUM DISTANCEOF 10 FEET MEASURED PERPENDICULAR TO THE FACE OFTHE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINESPROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5-PERCENTSLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVEMETHOD OF DIVERTING WATER AWAY FROM THEFOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BESLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUSSURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATIONSHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THEBUILDING.A1.0NEXISITNG SITE PLANPROPERTY LINEEXISTING DRIVEWAY TO BE REMOVEDREAR SETBACKEXISTING RESIDENCE TO BE DEMOLISHEDSIDE SETBACKFRONT SETBACKEXISTING CONCRETE WALKEXISTING GAS METER LOCATION(E) SEWER SERVICE TO MAIN RES.EXISTING 1 1/2" WATER METER LOCATIONEXISTING SEWER CLEANOUTREMOVE EXISTING TREEREMOVE EXISTING DETACHED GARAGEREMOVE EXISTING DECKEXISTING OVERHEAD POWERLINESEXISTING GAS METEREXISTING ELEC. PANELELEC PANEL100 AMPJM3 DESIGNM I L L S A V E N U ESITE INFORMATION / CALCULATIONSTOTAL AREA OF PROPERTY6,250 SQ FT.TOTAL AREA OF (E) GARAGE486 SQ FT.AREA OF EXISTING RESIDENCE780 SQ FT.FLOOR AREA RATIOALLOWED 32% +1,100SQFT6,250 SQ. FT. / 1,266 SQ. FT. = 20 %Dwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills AveProject DateProject #520.202207.20.2022APN #026073240110.18.2022RESPONSE TO CITY COMMENTS
CONCON50.00125.00
SITE PLAN KEYNOTESSITE GRADING PER 2019 CBC 1804.41.1804.4 SITE GRADING. THE GROUND IMMEDIATELY ADJACENT TO THEFOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT ASLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITSHORIZONTAL (5 PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IFPHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OFHORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDEDTO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATERAWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSESHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATEDWITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUSSURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BESLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.2.ALL DRAINAGE MUST BE DIRECTED TO THE RIGHT OF WAY.3.PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS ANDINSTALL A NEW 4" LATERAL AND WYE TO MAIN, ALL WATER LINECONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINEARE TO BE INSTALLED PER CITY STANDARD PROCEDURES ANDSPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKSWITHIN CITY'S RIGHT-OF-WAY. (PLEASE CALL-OUT THESE ITEMS TO BEREMOVED AND REPLACED ON THE SITE PLAN. ALL ABANDONEDSEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED ATTHE MAIN AND PER CITY REQUIREMENTSN PROPERTY LINENEW CONCRETE DRIVEWAYREAR SETBACK1ST & 2ND FLOOR SIDE SETBACKNEW ROOF AREAFRONT SETBACKEXISTING CONCRETE WALKNEW GAS METER LOCATION ( SEE CIVIL DWGS)(E) SEWER SERVICE TO MAIN RES.( SEE CIVIL DWGS)(E) 1 1/2" WATER METER LOCATION ( SEE CIVIL DWGS)DENOTES (N) 250AMP ELECTRICAL PANELNEW AC CONDENSOR UNIT, PLATFORM ELEV 353.4(E) SEWER CLEANOUT(E)FENCE(N)DETACHED GARAGEEXISTING TREE TO BE REMOVEDEXISTING OVERHEAD POWERLINESLINE OF SECOND LEVELNEW ATTACHED ADUSITE INFORMATION / CALCULATIONSTOTAL AREA OF PROPERTY6,250 SQ FT.TOTAL AREA OF (N) GARAGE210 SQ FT.AREA OF (N) RESIDENCE (1ST FLOOR)1,657 SQ FT.FLOOR AREA RATIO ALLOWED32% +1,100SQFT+210PROPERTY LINENEW RESIDENCE & GARAGE & ADUSYMBOL LEGEND100.00NEW GAS METERNEW ELEC. PANELELEC PANEL200 AMPA1.1NEW SITE PLANDwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills Ave.JM3 DESIGNNEW SITE PLAN1/8" = 1'-0"01ADJACENT HOUSE LOCATIONLOT 1746-M-4ADJACENT HOUSE LOCATIONADJACENT HOUSE LOCATIONLOT 1946-M-4NEW RESIDENCELOT 18, BLOCK 34-M-4612.0512.0011.8111.65BFE = 14.00FF = 15.3032% (6,250 SQFT) = 2,000 SQFT +1,100 SQFT 210 SQFT 3,310 SQFTELEC PANEL
200 AMP
NEIGHBORHOOD SETBACK DIAGRAMNEIGHBORING PROPERTY SETBACK14'-10" SQ FT.14.70T.O.DECK14.70T.O.DECKNEIGHBORING PROPERTY SETBACK15'-0" SQ FT.AVERAGE SETBACK ON THE STREET14'-10" SQ FT.CORNER LOT NOT CONSIDEREDCORNER LOT NOT CONSIDEREDM I L L S A V E N U EL A G U N A A V E N U EP A L O M A A V E N U E14.03GRADE14.03GRADE14.03GRADE14.03GRADEOWNERS PROPERTY SETBACK14'-5 1/2" SQ FT.Project DateProject #520.202207.20.2022APN #026073240NEW GARAGELOT 18, BLOCK 34-M-46THAT IF A NEW A/C UNIT OR MECHANICAL EQUIPMENT IS GOING TO BEINSTALLED ON THE EXTERIOR OF THE BUILDING, THE NEW EQUIPMENTCANNOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (DBA) OF SIXTY(60) DBA DAYTIME (7:00 A.M. - 10:00 P.M.) OR FIFTY (50) DBA NIGHTTIME(10:00 P.M. - 7:00 A.M.) AS MEASURED FROM THE PROPERTY LINE. BMC25.58.050NOTE:NEW ADULOT 18, BLOCK 34-M-46T.O.CT.O.CT.O.CT.O.CTOP OF CURBNEW CONCRETE PAVING, SEELANDSCAPE PLANS FOR MOREINFORMATIONXX.XT.O.CBFE = 14.00FF = 15.30BFE = 14.00FF = 15.00110.18.2022RESPONSE TO CITY COMMENTSAREA OF (N) ADU654 SQ FT.AREA OF (N) RESIDENCE (2ND FLOOR)1,441 SQ FT.TOTAL RESIDENCE3,308 SQ FT.SITE INFORMATION / CALCULATIONSTOTAL AREA OF PROPERTY6,250 SQ FT.TOTAL AREA OF (N) GARAGE210 SQ FT.AREA OF (N) RESIDENCE (1ST FLOOR)1,657 SQ FT.LOT COVERAGE RATIOALLOWED 40%40% (6,250 SQFT) = 2,500 SQFT. 2,129 SQFT.<2,500TOTAL2,129 SQ FT.AREA OF REAR COVERED PORCH195 SQ FT.AREA OF PORCH (REAR)195 SQ FT.AREA OF PORCH (FRONT)67 SQ FT. A COPY OF A SUBMITTED FEMA LOMA IS REQUIRED TO PUBLIC WORKSENGINEERING PRIOR TO BUILDING PERMIT FINALNOTE:2ND LVL DECKABOVE302.07.2023RESPONSE TO CITY COMMENTSPERMEABLEPAVERS403.29.2023RESPONSE TO CITY COMMENTS
WHCONCON02NEW SECOND FLOOR PLAN1/4"=1'-0"NEW FLOOR PLAN KEYNOTESFLOOR PLAN LEGENDFLOOR PLAN GENERAL NOTES1.ALL DIMENSIONS ARE GIVEN TO FACE OF STUD, U.O.N.2.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE,TRUE AND IN PROPER ALIGNMENT.3.COORDINATE LIGHTING & SWITCHES WITH CONTRACTOR/OWNER PRIOR TOINSTALLATION.4.ALL DOORS TO MAINTAIN A 4" JAMB CLOSES TO THE HINGE SIDE U.O.N.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITHINSTALLED SHOWER HEAD AND IN SHOWER COMPARTMENTS SHALL BEFINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACE SHALLEXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PERCRC R307.25.CONTROL VALVES AND SHOWER HEADS SHALL BE LOCATED ON THESIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGEDSO THAT THE SHOWER HEAD DOES NOT DISCHARGE DIRECTLY AT THEENTRANCE TO THE COMPARTMENT AND THE BATHER CAN ADJUST THEVALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY.6.EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTYLINE WILL BE BUILT OF ONE-HOUR FIRE-RATED CONSTRUCTION. 2019 CRCTABLE R302.1(1) § OR 2019 CBC, TABLE 602)NEW BUILT-IN SHOWER, WITH TEMPERED GLASS DOOR AND WALLSAPPLY 1/2" GYP. BD. TO THE INTERIOR SIDE OF GARAGE WALL.THE GYPSUM BOARD ONTHE GARAGE SIDE ADJACENT TO THE LIVING SPACE SHALL EXTEND UP TO ROOFSHEATHING PER CRC R302.6.NEW 30” MIN. DEEP LANDING AT ALL INSWINGING EXTERIOR DOORS PER CRC R311.3.LANDING TO BE NOT MORE THAN 7.75” LOWER THAN DOOR THRESHOLD PER CRCR311.3.1.SHOWER HEAD AND CONTROL VALVE LOCATIONNEW ELECTRIC DRYER/WASHER01NEW FIRST FLOOR PLAN1/4"=1'-0"NEW 22" SHOWER GLASS DOOR MIN.SYMBOLDESCRIPTIONDENOTES NEW WALLINSTALL FIBER-CEMENT BOARDS OR REINFORCEDGYPSUM, EXTEND AT LEAST 6 FEET ABOVE FLOORLEVEL AT ALL SHOWER LOCATIONS.LINE OF SECOND LEVELLOCATION OF NEW WATER HEATERNA2.0NEW FIRST & SECONDFLOOR PLANJM3 DESIGN6'-0"x5'-0"CASEMENT3'-0"x5'-0"
CASMT
3'-0"x5'-0"
CASMT
2'-0"x3'-0"
CASMT
3'-0"x6'-0"
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3'-0"x6'-0"
CASMT 16'-0"x7'-0"SLDR DR6'-0"x5'-0"SLDR6'-0"x5'-0"SLDR5'-0"x3'-6"SLIDER2'-6"x5'-0"CASMT2'-6"x5'-0"CASMT
2'0"x3'0"CSMNT2'6"x5'0"
CASMT
2'6"x5'0"
CASMT
6'0"x4'0"
SLDR
2'0"x3'0"
CASMT
2'0"x3'0"
CASMT
4'0"x4'0"CSMNT4'0"x4'0"CSMNT6'0"x6'8"
FRENCH DR
3'0"x4'0"
CASMT
3'0"x4'0"
CASMT
3'-0"x5'-0"
FIXED (TEMPERED)
3'0"x4'0"
CASMT
3'0"x4'0"
CASMT 2'8"x6'8"2'8"x6'8"2'4"x6'8"
2'4"x6'8"2'4"x6'8"4'0"x6'8"2'4"x6'8"2'8"x6'8"2'4"x6'8"2'4"x6'8"5'0"x6'8"2'6"x6'8"2'6"x6'8"2'4"x6'8"3'0"x7'0"2'8"x7'0"2'4"x7'0"2'4"x7'0"2'4"x7'0"2'4"x7'0"2'4"x7'0"Dwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills AveProject DateProject #520.202207.20.2022APN #0260732401.DOOR MATERIALS:SC = SOLID CORE WOOD2.FRAME MATERIALS:WD = WOOD WITH PAINT FINISH3.ALL DOOR HARDWARE FINISHES TO BE VERIFIED WITH JM3DESIGN PRIOR TO PURCHASE.4.THRESHOLDS SHALL NOT HAVE A RISE GREATER THAN 1/2 INCH (SECTION 1004.9, 2016CBC).5.ALL DOORS SHALL BE EQUIPPED WITH HARDWARE CENTERED BETWEEN 30" AND 44" AFF.6.PROVIDE A MINIMUM 36-INCH DEEP LANDING OUTSIDE ALL EXTERIOR DOORS (NOT MORETHAN 8 INCHES LOWER THAN THRESHOLD FOR IN-SWINGING DOORS, AND CONFIRM ANDSPECIFY NOT MORE THAN 1 INCH LOWER THAN THRESHOLD FOR OUT-SWINGING DOORS)2016 CBC 1003.3.1.77.DOOR TYPE:SLD - SLIDERDR- SWING DOORPD - POCKET DOOR1.WINDOW SIZE IS FOR SCHEMATIC PURPOSES. CONTRACTOR/OWNER SHALL COORDINATE APPLICABLESIZES2.AVAILABLE BY MANUFACTURER OF CHOICE WITH OWNER PRIOR TO PURCHASE, WHILE MAINTAININGALL REQ. CLEARANCES AND CODES.3.ALL GLAZING MEETING ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED:A. EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEETB. EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOORC. EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR4.ALL GLAZING MEETING ANY OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED T:A. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIESD. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS, WHIRLPOOLS, SHOWERS, ETC.5. VERIFY HARDWARE REQUIREMENTS AND FINISHES WITH OWNER AND WINDOW MANUFACTURERPRIOR TO PURCHASE AND INSTALLATION.6.WINDOW TYPE:SL - SLIDERDH - DOUBLE HUNGCM - CASMENTFX- FIXEDDOOR & WINDOW NOTESWINDOW NOTESDOOR NOTES NEXT TO WINDOW SYMBOL ON PLANS AND ELEVATIONS DENOTES WINDOW TO MEETEGRESS REQUIREMENTS PER CBC SECTION 310.4. WINDOW DIMENSIONS (LISTED INELEVATION) SHALL HAVE A MINIMUM NET CLEAR AREA OF 5.7 SQUARE FEET. SILL HEIGHTSHALL NOT BE MORE THAN 44 INCHES ABOVE FINISH FLOOR. WHEN WINDOW IS IN OPENPOSITION, THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20", AND THE NET CLEARHEIGHT SHALL NOT BE LESS THAN 24". WINDOW SHALL BE OF A TYPE AND STYLE TO MATCHEXISTING AS FEASABLE.*******VAULTED CEILINGCOFFERED CEILINGTRAY CEILING2ND FLOOR BALCONY SETBACK22"X30" ATTIC ACCESS73 SQFT SECOND FLOOR BALCONY6'-0"x5'-0"CASEMENT110.18.2022RESPONSE TO CITY COMMENTS6'-0"x4'-6"CSMNT6'-0"x4'-6"CSMNT2'8"x6'8"302.07.2023RESPONSE TO CITY COMMENTS
02NEW GARAGE / ADU FLOOR PLAN1/4"=1'-0"NEW KEYNOTESFLOOR PLAN LEGENDFLOOR PLAN GENERAL NOTES1.ALL DIMENSIONS ARE GIVEN TO FACE OF STUD, U.O.N.2.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE ANDIN PROPER ALIGNMENT.3.COORDINATE LIGHTING & SWITCHES WITH CONTRACTOR/OWNER PRIOR TOINSTALLATION.4.ALL DOORS TO MAINTAIN A 4" JAMB CLOSES TO THE HINGE SIDE U.O.N. BATHTUBAND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEAD AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE. SUCH WALL SURFACE SHALL EXTEND TO A HEIGHT OFNOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.25.CONTROL VALVES AND SHOWER HEADS SHALL BE LOCATED ON THE SIDEWALL OFSHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THECOMPARTMENT AND THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPINGINTO THE SHOWER SPRAY.2X2 CORNER TRIM BOARD PAINTED TO MATCH SIDING01NEW GARAGE / ADU EXTERIOR ELEVATIONS1/4"=1'-0"SYMBOLDESCRIPTIONDENOTES NEW WALLNA2.1NEW DETACHED GARAGEFLOOR PLANJM3 DESIGNDwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills Ave9'0"x8'0" OVERHEAD DR1X8 WOOD LAP SIDING W/ CORNER BOARDSPRESIDENTIAL COMPOSITE ROOFINGWOOD GARAGE DOOR WITH LITESProject DateProject #520.202207.20.2022APN #026073240110.18.2022RESPONSE TO CITY COMMENTS3'-0"x5'-0"SGLHUNG6'0"x7'0"FRENCH DOOR*8'0"x7'0"FRENCH DOOR 2'6"x7'0"2'8"x7'0"2'4"x7'-0"4'0"x7'0"BI-FOLD6'-0"x5'-0"SLIDER6'-0"x3'-6"CSMNT1X8 WOOD LAP SIDING W/ CORNER BOARDSO.G.GUTTER W/ DOWNSPOUT, TYP.WATER HEATER CLOSETSTACKABLE WASHER & DRYERADU SINKSTOVE/OVENREFRIGERATORDISHWASHER211.30.2022RESPONSE TO CITY COMMENTS2'4"x7'-0"1X4 WOOD LAP SIDING W/ CORNER BOARDSKICHLER CYLINDER LIGHT, 12" TALL OUTDOOR SCONCETYP.FAUX WOOD RAFTER TAIL AT PEAK, TYP.PERMEABLE PAVERS OVER GRID TO PROTECT EXISTING TREE ROOTSSKYLIGHT ABOVEGRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.F.F.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.F.F.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.F.F.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.F.F.23.00'ROOF PEAK+13'-0" A.F.F.28.24'4'0"x7'0"BI-FOLD512512512512512512
SYMBOLDESCRIPTIONDENOTES NEW COMPOSITION ROOFNEW & EXISTING ROOF PLAN KEYNOTESATTIC VENTILATION CALCULATIONSOFFIT VENT, MAKE AND MODEL TBD, FOR REQ. VENTING SEE CALCULATION THISSHEET.NEW EYEBROW VENTS, SEE CALCULATION BELOW FOR MORE INFORMATION.LINE OF FLOOR BELOWEXTERIOR SOFFITSTANDING SEAM METAL ROOFCOMPOSITION ROOF TILEDENOTES ROOF SLOPENEW ROOF PLAN LEGENDDENOTES EYEBROW VENTS231 SQ. FT.TOTAL SQ. FT.AREA OF ATTIC SPACE231/ 150 = 1.54SQ. FT.TOTAL VENTING REQ.TOTAL VENTING PROVIDED1.54 SQ.FT. X 144= 221.76 SQ. IN.(4) EYEBROW VENTS=288 SQIN72 SQIN NFVA EA.TOTAL PROVIDED = 288 SQINNEW ROOF GENERAL NOTES1.ROOFING SHALL HAVE A CLASS "A" RATING WITH AN UNDER-LAYMENT OF 30#ASPHALT SATURATED FELT.2.ALL VENTS MUST BE LOUVERED AND COVERED WITH 1/8" NON COMBUSTIBLE,CORROSION RESISTANT METAL MESH VENTILATION CALCULATIONS 1/150 OFTHE AREA. VENT THRU EAVES USE (2)-1" HOLES IN BLOCKING EVERY OTHERBAY3.PROVIDE WEATHERPROOFING FOR ALL ROOF VENTS PER MANUFACTURERSSPECIFICATIONS4.FOR ALL FOUNDATION & SLAB DETAILS REFER TO STRUCTURAL DRAWINGS5.COORDINATE ALL PLUMBING VENTS ACCORDING TO NEW LAYOUT SEE SHEETA2.0NEW ROOF PLANDwg Title02NEW UPPER ROOF PLAN1/4"=1'-0"01NEW LOWER ROOF PLAN1/4"=1'-0"Mills ResidenceNew HouseBurlingame, Ca1205 Mills Ave1,428 SQ. FT.TOTAL SQ. FT.SECOND FLOORAREA OF LOWER ATTIC SPACE1,428/ 150 = 9.52 SQ. FT.TOTAL VENTING REQ.TOTAL VENTING PROVIDED9.52 SQ.FT. X 144= 1,370 SQ. IN.=50%= 685 UPPER=50%=685 LOWERUPPER ROOF AREA:(10) EYEBROW VENTS= 720 SQIN72 SQIN NFVA EA.TOTAL PROVIDED = 1,536 SQINDENOTES SOFFIT VENTSN 5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPE5:12 SLOPEJM3 DESIGNFIRST FLOORLOWER ROOF AREA:(12) SOFFIT VENTS= 816 SQIN68 SQIN NFVA EA.A3.0Project DateProject #520.202207.20.2022APN #026073240DENOTES NEW DOWNSPOUTDENOTES NEW SPLASHBLOCK110.18.2022RESPONSE TO CITY COMMENTSPORCH ABOVEPORCH BELOW5:12 SLOPE5:12 SLOPE5:12SLOPE5:12SLOPE5:12 SLOPE403.29.2023RESPONSE TO CITY COMMENTSDENOTES NEW METAL ROOF
SYMBOLDESCRIPTIONNEW BUILDING LEGENDNEW BUILDING SECTION KEYNOTESNONE01NEW BUILDING SECTIONS1/4"=1'-0"DENOTES NEW INSULATION02NEW BUILDING SECTIONS1/4"=1'-0"A4.0JM3 DESIGNBUILDING SECTIONSDwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills AveProject DateProject #520.202207.20.2022APN #026073240110.18.2022RESPONSE TO CITY COMMENTSGRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'- 5"11.85'39.35'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.D.H.E.-3'- 5"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.25.00'26.00'34.00'40.10'TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.25.00'26.00'34.00'40.10'14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'11.85'39.35'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'GRADE-1'-3"FIN. FLR.+0'-0"D.H.E.-3'- 5"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.11.85'
NEW BUILDING SECTION KEYNOTESNONE01NEW BUILDING SECTIONS3/8"=1'-0"02NEW BUILDING SECTIONS3/8"=1'-0"A4.1JM3 DESIGNBUILDING SECTIONSDwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills AveProject DateProject #520.202207.20.2022APN #02607324003NEW BUILDING SECTIONS3/8"=1'-0"110.18.2022RESPONSE TO CITY COMMENTSGRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'GRADE-1'-3"FIN. FLR.+0'-0"14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.D.H.E.-3'- 5"11.85'TOP PLATE HGT+9'-0" A.F.F.24.24'GARAGE CEIL HGT+9'-0" A.G.L.23.00'ROOF PEAK+13'-0" A.F.F.28.24'
01NEW EXTERIOR ELEVATIONS1/4"=1'-0"512COMPOSITION SHINGLE ROOFEXTERIOR ELEVATION KEYNOTES2" PAINTED SOLID WOOD SILL, TYP.O.G.GUTTER W/ DOWNSPOUT, TYP.METAL CLAD WOOD WINDOWS ANDERSON 400 A-SERIES FULL DIVIDEDLIGHT WITH MUNTINS BARS ADHERED TO THE INSIDE AND OUTSIDE OFTHE PANES AND SPACER IN BETWEEN THE PANES1X8 WOOD LAP SIDING W/ CORNER BOARDSTAPERED WOOD COLUMN, TYP.WOOD ENTRY DOORSTANDING SEAM METAL ROOFFAUX WOOD RAFTER TAIL AT PEAK, TYP.2X2 WOOD RAILING1X4 WOOD LAP SIDING W/ CORNER BOARDSLOCATION OF ADDRESS NUMBERS ON FRONT ELEVATION, WHICH AREPLAINLY LEGIBLE AND VISIBLE FROM ADJACENT ACCESS STREET ORROAD. THE NUMBER NEEDS TO CONTRAST WITH THEIR BACKGROUND,AND BE A MINIMUM STROKE OF 4" HIGH, WITH A MINIMUM STROKE OF1/2". CRC 319.1 AND SHALL BE EITHER INTERNALLY OR EXTERNALLYILLUMINATED.2X4 WD TRIM, PAINTEDKICHLER CYLINDER LIGHT, 12" TALL OUTDOOR SCONCEBOARD AND BATTEN SIDING PAINTED WHITEFRONT EXTERIOR ELEVATIONRIGHT SIDE EXTERIOR ELEVATIONBNEW EXTERIORELEVATIONSDwg TitleMills ResidenceNew HouseBurlingame, Ca1205 Mills AveJM3 DESIGNA5.1512512512512Project DateProject #520.202207.20.2022APN #0260732401205TEMPATOC CALCULATIONAVERAGE TOP OF CURBPROPOSEDALLOWED(11.15' + 11.59')/2 = 11.37'11.37' + X ' = X'( X ABOVE AVERAGE TOP OF CURB)11.37' + 30.0' = 41.05'(30' - 0" ABOVE AVERAGE TOP OF CURB)DECLINING HGT. ENVELOPE CALC.RIGHT SIDE (11.81' + 12.00')/2 = 11.90'LEFT SIDE (11.65' + 12.05')/2 = 11.85'POINTS OF DEPARTURETYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.512512GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'- 5"11.85'39.35'A.T.O.C.-3'-11"11.37'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'- 5"11.85'39.35'A.T.O.C.-3'-11"11.37'110.18.2022RESPONSE TO CITY COMMENTS201.12.2023RESPONSE TO CITY COMMENTSTYP.TYP.GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'-5"11.85'39.35'A.T.O.C.-3'-11"11.37'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'- 5"11.85'39.35'A.T.O.C.-3'-11"11.37'TYP.TYP.TYP.TYP.TYP.TYP.TYP.512PROPERTY LINE
PROPERTY LINE
403.29.2023RESPONSE TO CITY COMMENTS
9'-0"
9'-0"
9'-5"
30'-0"
30'-0"
24'-11"011/4"=1'-0"A5.2NEW EXTERIORELEVATIONSDwg TitleMills ResidenceNew HouseBurlingame, Ca1205 Mills AveJM3 DESIGN512512512512512512Project DateProject #520.202207.20.2022APN #026073240COMPOSITION SHINGLE ROOFEXTERIOR ELEVATION KEYNOTES2" WOOD SILL, TYP.O.G GUTTER W/ DOWNSPOUT, TYP.METAL CLAD WOOD WINDOWS ANDERSON 400 A-SERIES FULLDIVIDED LIGHT WITH MUNTINS BARS ADHERED TO THE INSIDE ANDOUTSIDE OF THE PANES AND SPACER IN BETWEEN THE PANES1X8 WOOD LAP SIDING W/ CORNER BOARDSTAPERED WOOD COLUMN, TYP.WOOD ENTRY DOORSTANDING SEAM METAL ROOFFAUX WOOD RAFTER TAIL AT PEAK, TYP.2X2 WOOD RAILING1X4 WOOD LAP SIDING W/ CORNER BOARDSLOCATION OF ADDRESS NUMBERS ON FRONT ELEVATION, WHICHARE PLAINLY LEGIBLE AND VISIBLE FROM ADJACENT ACCESSSTREET OR ROAD. THE NUMBER NEEDS TO CONTRAST WITH THEIRBACKGROUND, AND BE A MINIMUM STROKE OF 4" HIGH, WITH AMINIMUM STROKE OF 1/2". CRC 319.1 AND SHALL BE EITHERINTERNALLY OR EXTERNALLY ILLUMINATED2X4 WD TRIM, PAINTED, TYP.NEW WALL MOUNTED LIGHT FIXTURENEW BOARD AND BATTEN SIDING PAINTED WHITE2X10 PAINTED WD. TRIMWOOD CORBELATOC CALCULATIONAVERAGE TOP OF CURBPROPOSEDALLOWED(11.15' + 11.59')/2 = 11.37'11.37' + X ' = X'( X ABOVE AVERAGE TOP OF CURB)11.37' + 30.0' = 41.05'(30' - 0" ABOVE AVERAGE TOP OF CURB)DECLINING HGT. ENVELOPE CALC.RIGHT SIDE (11.81' + 12.00')/2 = 11.90'LEFT SIDE (11.65' + 12.05')/2 = 11.85'POINTS OF DEPARTURE110.18.2022RESPONSE TO CITY COMMENTS201.12.2023RESPONSE TO CITY COMMENTSTYP.TYP.TYP.TYP.TYP.GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'-5"11.85'39.35'A.T.O.C.-3'-11"11.37'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'-5"11.85'39.35'A.T.O.C.-3'-11"11.37'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'-5"11.85'39.35'A.T.O.C.-3'-11"11.37'GRADE-1'-3"FIN. FLR.+0'-0"TOP PLATE HGT+9'-0" A.F.F.2ND FLR. FIN.+10'-0" A.F.F.TOP PLATE HGT.+18'-0" A.F.F.ROOF PEAK+24'-11" A.F.F.14.00'B.F.E15.24'EXISING/PROPOSEDFIN. FLR.24.24'25.24'33.24'D.H.E.-3'-5"11.85'39.35'A.T.O.C.-3'-11"11.37'TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.512512512PROPERTY LINE
PROPERTY LINE
403.29.2023RESPONSE TO CITY COMMENTS
01NEW EXTERIOR RENDERINGSN.T.S.A7.0JM3 DESIGNRENDERINGSDwg TitleMills Res.New ResidenceBurlingame, Ca 940101205 Mills AveProject DateProject #520.202207.20.2022APN #026073240110.18.2022RESPONSE TO CITY COMMENTS
557 SF1. FRONT YARD NON-TURF LOW WATER USE
2. SIDE YARD NON-TURF LOW WATER USE 208 SF
289 SF3. REAR YARD NON-TURF LOW WATER USE
572 SF4. REAR YARD LAWN HIGH WATER USE
LOW WATER USE LANDSCAPE AREA TOTAL 1,054SF
HIGH WATER USE LANDSCAPE AREA TOTAL 572 SF
LANDSCAPE AREA TOTAL 1,626 SF