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HomeMy WebLinkAboutReso - PC - 2024-01.08 - 9BDocuSign f nvelope lD: CgF32?98-2C gD-4488-A844-24E6C4ADA690 RECORDING REQUESTED BY Planning Department C jty of Burlingame WHEN RECORDEO [1AIL TO COMMUNITY DEVELOP[/ENT DEPARTTIIENT C TY OF BURLINGAIVE 501 PRI[,IROSE ROAD BURL NGAIVE, CA 94010 2024-A25400 3iO4 pm 05/142024 Rl Fee: NO FEE Count ol Pages4 Recorded in Off icialR€cods Co unty of San tlateo Ma* church Asa€sso r-Co u nty clork_R€corder l|l] f rurll.flr[]l!lll Jll[illfllili[1l11ll s ]irrl Resolution No. 2024-01.08-9B 1826 LOYOLA DRIVE APN 025-051-240 I hereby cedify this to be a full, true and conect mpy of the document it purports to be. the onginal of which is on llle in my offrce. Date Janua 22 2024 Ww earkwl TITLE OF DOCUMENT CITY Pi :tli'r iit"l$gP": llE: .f'':' Kevin Gardiner, AICP, Communjty Deve nt Di RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, AND HILLSIDE AREA CONSTRUCTION PERMIT RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and applicati on has been made for Desion Review a Hillside Area Constru n Permit for a first and nd floor addition to an existino sinole- unit dwellino at '1826 Lovola Drive , Zoned R-'1 ,Patricia Swen, oroDertv owner.APN: 025-051-240 WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on January 8.2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing: NOW, THEREFORE, it is RESOLVED and DETERMTNED by this ptanning Commission that: on the basis of the lnitial study and the documents submitted and reviewed, and comments received and addressed by this commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA section 15301 (eX1) of the cEeA Guidetines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2 said Design Review and Hillside Area construction permit are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review and Hillside Area construction Permit are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution be corded in the ofiicial records of the County of San Mateo. airperson S CI(IA) +1*-t^ ,\ u ft0r)J$J , Secretary of the Planni g Commission of the City of Burlingame, do hereby certify that the fo Planning Commission regoing resolutjon was introduced and adopted at a regular meeting of theheld on the 8 of Januarv 2024 by the following votehd 1626 LOYOLA DR. - RESO 2024{t1.08-98AYES: COHAROTO,HORAN,LOYTIENTHAL PFAFF, SCHTID, SHORES, TSEI{OES: NONE ABSENT NONE REGUSED: NONE Secretary EXHIBIT'A" Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit '1826 Loyola Drive Effective January 18, 2024 Page 1 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped January 26,2023, sheets A0.0 through A6.4, and boundary and topographic survey; 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 dorme(s), shall require an amendment to this permit; that any recycltng 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 modifled 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 ofall 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 o 7 8 I that the project shall comply with the construction and Demolition Debris Recycling ordinance which requires affected demolition, new construction and alteration proleits 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 Unrform Fire Codes, in effect at time of building permit submittat, as amended by the City of Burlingame; THE FOLLOWING GONDITIONS 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 applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 2. EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit 1826 Loyola Drive Effective January 18, 2024 11. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the 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; 12. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 13. that prior to flnal 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. SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A0.0COVER SHEET S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSRENOVATION FOR THE SWEN RESIDENCE 1826 LOYOLA DRIVE, BURLINGAME, CA 94010 DELTA 3 - PLANNING COMMISSION REVIEW COMMENTS 11/22/23 DRAWING INDEX PROJECT INFORMATION ABBREVIATIONS GENERAL NOTES REGULATORY STANDARDSPROJECT TEAM ADDRESS: 1826 LOYOLA DRIVE, BURLINGAME, CA, 94010 APN: 025051240 THE PROJECT SCOPE WILL CONSIST OF A RENOVATION & ADDITION TO AN (E) SINGLE FAMILY RESIDENCE. AS PART OF THE RENOVATION, A NEW ADU IS PROPOSED IN THE BASEMENT. THE SCOPE WILL INCLUDE BUT NOT BE LIMITED TO: EXTERIOR - HARDSCAPE & LANDSCAPE IMPROVEMENTS - FIRST FLOOR & BASEMENT FLOOR ADDITION - REMOVE & REPLACE (E) EXTERIOR FINISHES WHERE INDICATED - REMOVE & REPLACE (E) COMPOSITE SHINGLE ROOFING THROUGHOUT - REMOVE & REPLACE (E) DOORS & WINDOWS WHERE INDICATED INTERIOR - RENOVATE BUILDING INTERIOR WHERE SHOWN - NEW BUILT-IN CASEWORK & SHELVING BUILDING SYSTEMS & UTILITIES -NEW BUILDING SYSTEMS TO ACCOMODATE RENOVATION SCOPE OF WORK -RETROFIT (E) SYSTEMS TO REMAIN DEFERRED SUBMITTAL FIRE SPRINKLER SYSTEM SHALL BE PROVIDED BY DESIGN-BUILD CONTRACTOR AS A DEFERRED SUBMITTAL FOR THE PROJECT. CLIENT: PATRICIA & KAY SWEN 1826 LOYOLA DRIVE, BURLINGAME, CA 94010, 650 - 868 - 4010 PATRICIA.SWEN@GMAIL.COM, KAYSWEN@GMAIL.COM ARCHITECT:DANIEL PHO PHO ARCHITECTS, INC. 650 5TH STEET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 DANIEL@PHOARCHITECTS.COM SEAN GOWIN 415 - 624 - 6546 SEAN.GOWIN@PHOARCHITECTS.COM SURVEYOR DANIEL MACLEOD MACLEAOD & ASSOCIATES, INC 965 CENTER STREET SAN CARLOS, CA 94070 650-593-8580 EXT. 1 DMACLEOD@MACLEODASSOCIATES.NET STRUCTURAL:TBD CONTRACTOR:TBD GEOTECH ENGINEER:IGOR GARY KLEYNER ADEPT CONSTRUCTION SOLUTIONS, INC. 1485 BAYSHORE BLVD., SUITE 133 SAN FRANCISCO, CA 94124 GARY@ADEPTCONSTRUCTION.SOLUTIONS 2019 CALIFORNIA BUILDING STANDARDS CODE PART 1 - CALIFORNIA ADMINISTRATIVE CODE PART 2 - CALIFORNIA BUILDING CODE PART 2.5 - CALIFORNIA RESIDENTIAL CODE PART 3 - CALIFORNIA ELECTRICAL CODE PART 4 - CALIFORNIA MECHANICAL CODE PART 5 - CALIFORNIA PLUMBING CODE PART 6 - CALIFORNIA ENERGY CODE PART 8 - CALIFORNIA HISTORICAL BUILDING CODE PART 9 - CALIFORNIA FIRE CODE PART 10 - CALIFORNIA EXISTING BUILDING CODE PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE PART 12 - CALIFORNIA REFERENCE STANDARDS CODE LOCAL ORDINANCE CITY OF BURLINGAME AB ANCHOR BOLT AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM BD BOARD BLDG BUILDING BLKG BLOCKING BTW BETWEEN CAB CABINET CB CATCH BASIN CL CENTERLINE CLG CELIING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT CONC CONCRETE CONT CONTINUOUS D DRYER DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN DS DOWNSPOUT DW DISHWASHER DWG DRAWING EA EACH ETC ETCETERA (E)EXISTING EF EXHAUST FAN FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FG FINISHED GRADE FLR FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FP FIREPLACE FTG FOOTING GA GAUGE GALV GALVANIZED GFCI GROUND FAULT CIRCUIT INTERRUPTER GLB GLUED LAMINATED BEAM GYB GYPSUM BOARD HB HOSE BIBB HDR HEADER HDWR HARDWARE HD HOLDDOWN HM HOLLOW METAL HT HEIGHT HVAC HEATING / VENTILATION / AIR CONDITIONING HW HOT WATER IAQ INDOOR AIR QUALITY INT INTERIOR LAV LAVATORY LF LINEAR FOOT MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL N/A NOT APPLICABLE NOM NOMINAL NTS NOT TO SCALE O/OVER OC ON CENTER OH OVERHEAD PERF PERFORATED PL PROPERTY LINE PLAM PLASTIC LAMINATE PNL PANEL PREP PREPARATION PT PAINT QTY QUANTITY RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR RR RESTROOM REV REVISION RM ROOM RO ROUGH OPENING SD SMOKE DETECTOR SD STORM DRAIN SF SQUARE FEET SHT SHEET SIM SIMILAR SQ SQUARE SS STAINLESS STEEL STD STANDARD STOR STORAGE TEMP TEMPORARY TI TENANT IMPROVEMENT TOC TOP OF CONCRETE TYP TYPICAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD W WASHER W/O WITHOUT WC WATER CLOSET WD WOOD WH WATER HEATER WIC WALK IN CLOSET WM WATER METER WP WATERPROOFING WRB WATER RESISTANT BARRIER PARCEL MAP APPLICABLE REGULATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING CODES AND APPLICABLE REGULATIONS AT LOCAL, STATE AND FEDERAL AGENCIES HAVING JURISDICTION OVER THE PROJECT. PERMITS & APPROVALS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL OBTAIN ALL NECESSSARY PERMITS AND APPROVALS REQUIRED FROM LOCAL AND STATE AGENCIES TO PERFORM PROJECT. RESPONSIBILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. THIS INCLUDE BUT SHALL NOT BE LIMITED TO SCHEDULE, MEANS & METHODS, SEQUENCES, SAFETY PROCEDURES AND WEATHER PROTECTION. SUBCONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF SUBCONTRACTORS AND SHOP DRAWINGS APPROVED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. QUALITY OF WORK COMPLETED WORK SHALL BE EQUAL OR BETTER THAN ACCEPTED STANDARDS OF TRADE. EXISTING CONDITIONS CONTRACTOR SHALL FIELD VERIFYING EXISTING SITE CONDITIONS, BUILDING CONDITIONS AND DIMENSIONS BY DETAILED INSPECTION PRIOR TO BID AND COMMENCEMENT OF WORK. NOTIFY ARCHITECT IF EXISTING CONDITIONS ARE INCONSISTENT WITH CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES AND EXISTING IMPROVEMENTS DURING BUILDING CONSTRUCTION. THIS INCLUDES ADJACENT BUILDINGS, HARDSCAPE, LANDSCAPE, UTILITIES, ETC. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH APPROPRIATE AGENCIES PRIOR TO THE COMMENCEMENT OF WORK. THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN ON THE PLANS. UTILITY LOCATIONS SHOWN ON PLANS ARE BASED ON INFORMATION AVAILABLE AND APPROXIMATE. DRAWINGS AND SPECIFICATIONS CONTRACTOR SHALL COORDINATE DIMENSION SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES BUILDING DIMENSIONS NEW CONSTRUCTION: DIMENSION ARE FOR FACE OF STUD, FACE OF CONCRETE UNLESS OTHERWISE NOTED EXISTING CONSTRUCTION / RENOVATION: DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS. 1 2 3 4 5 6 7 8 9 10 11 ARCHITECTRUAL A0.0 COVER SHEET A0.1 TITLE 24 RMS-1 A0.2 TITLE 24 CF-1R A0.3 CALGREEN CHECKLIST / BMP A1.1 CODE ANALYSIS, DEMOLITION & PROPOSED SITE PLAN A1.2 DEMOLITION PLAN CALCULATION A2.0 DEMOLITION & PROPOSED BASEMENT PLANS A2.1 DEMOLITION & PROPOSED 1ST FLOOR PLANS A2.2 DEMOLITION & PROPOSED ROOF PLAN A2.3 LANDSCAPE PLAN A3.1 DEMOLITION & PROPOSED SOUTH ELEVATIONS A3.2 DEMOLITION & PROPOSED WEST ELEVATIONS A3.3 DEMOLITION & PROPOSED NORTH ELEVATIONS A3.4 DEMOLITION & PROPOSED EAST ELEVATIONS A4.1 PROPOSED & DEMOLITION SECTIONS A4.2 PROPOSED & DEMOLITION SECTIONS A4.3 PROPOSED & DEMOLITION SECTIONS A5.0 DOOR & WINDOW SCHEDULE A6.1 RENDERINGS & FINISH MATERIALS A6.2 DESIGN UPDATES A6.3 NEIGHBORHOOD CONTEXT - CASTENADA DRIVE A6.4 NEIGHBORHOOD CONTEXT - LOYOLA DRIVE REF. SITE PLAN 1/A1.0 FOR EXACT LOCATION EXISTING CONTEXT 1 - FRONT BUILDING FACADE2 - REAR BUILDING FACADE 3 - EAST SIDEYARD4 - LOWER REAR YARD5 - WEST SIDEYARD VICINITY MAP SURVEY 5326-TOPO BOUNDARY & TOPOGRAPHIC SURVEY 1 1 3 3 RECEIVED CITY OF BURLINGAME CDD-PLANNING DIVISION 12.26.23 REVISED DN DN UP DN 216.32216.76220.01221.00222.20224.55226.38227.97230.82228.59227.48226.04223.89222.60220.71221.02TW221.62TW220.58222.12TW222.54TW227.25TW227.19TW227.68TW228.26TW226.66225.69225.49226.14TW226.54TW226.90TW226.42226.09226.68226.79225.25TW224.87TW221.68222.14222.50225.08225.29224.43225.05224.39221.40221.48221.45221.26221.42221.70221.52220.82220.77221.40220.24221.03TW221.06TW219.98216.85217.05221.07TW219.98221.23221.35222.20221.88221.13221.09220.48220.68220.86221.58222.32222.27221.706"TREE227.01227.03226.98226.97226.99226.92226.92226.93227.64THRESHOLD227.67THRESHOLD226.98226.86226.87AD 226.86AD227.01231.89TW227.26229.80TWLIP231.88TW226.80AD 220.58AD 220.63AD226.82226.71AD 226.68AD 226.64AD 226.59AD226.67226.70226.72226.84226.77226.78226.75GM EM231.81TW230.06TWLIP229.98TWLIP231.78TW231.81TW226.78226.70220.94BSMTSLAB4"TREE220.92221.29TW221.06TW219.85219.90220.51220.02220.28231.88TW229.22TWLIP227.96227.23227.23TW226.75228.07228.65TWCBX 24"TREE20"TREE220.87220.84220.64219.65218.79218.31219.40220.15220.51219.30TW219.30TW219.59220.96220.88220.67220.32220.56222.19222.05222.33224.89224.42225.31225.88225.43224.75224.32224.31224.58AD224.59AD225.49226.19226.28226.26225.96AD 225.92224.68TW224.68TW224.76TW225.46TW225.51TW226.22TW226.27TW226.06226.43226.56226.56226.64227.13226.67229.68TW229.1 6226.62226.73226.85GSFF226.63226.34227.75THRESHOLD227.22227.19228.74229.88230.37TW229.83TW229.02EB8"8"8"TREE230.14TC229.69FL228.37TC227.75TC225.55TC225.65TC225.22FLTCDTCDWM222.60TC222.14FL218.44CB218.76TCCOCO229.30TC229.65224.74221.05220.79SSMH 218.42219.01TCS 55°00'00" E 80.00'N 35°00'00" E100.00'N 35°00'00" E100.00'N 55°00'00" W 80.00'21922922722322722 6 221221222226 220225225225220225230220(54' - R/W) LOYOLA DRIVE TEMPORARY BENCHMARK TOP OF CURB AT CENTER LINE OF C.B. ELEV. = 219.23 (CITY OF BURLINGAME DATUM) RESIDENCE BRICK WALLCONC WALLCONC WALL STONE WALL GATE CONCRETE DRIVEWAY WALLWOOD WALLWALL BRICK WALL PORCH STEPS CONC CONC CONC WOOD WALLFENCE ON TOP OF CONC WALLCONC WALLWALL LIPBRICK FACADE CONC SIDEWALK CONC CURB AND GUTTER AC PAVE AC PAVE BUILDING WALL LIPCONC BUILDING FALLING CONC WALLGATE FENCE CONC WALK WALL APPROXIMATE DRIPLINE (TYPICAL) APPROXIMATE DRIPLINE (TYPICAL) RIDGE ELEV. = 241.9 POP-UP EMITTERFENCE ON TOP OF CONC WALLCONC WALK CONC WALK CONC WALK CONC AD4"5"6"8" TREE15' B.S.L. SUBJECT PROPERTY 1826 LOYOLA DRIVE FRONT SETBACK15' - 0"SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"WM BELL SYSTEM BOX ELECTRIC BOX STORM DRAIN (PROPERTY LINE) 80' - 0"(PROPERTY LINE)100' - 0"DECLINING SLOPE (E) DRIVEWAY FRONT YARD DECLINING SLOPEDECLINING SLOPE3101 SF LOT COVERAGE4:125:12 12:124:123:12 5:12 5:12 DN MILLS ESTATE SUBDIVISIONGM EM REAR YARD SIDEWALK 5' - 6"4' - 9"TO SIDEWALK (V.I.F.)(E) SIDEWALK(V.I.F.)PATIO LOYOLA DRIVE4:129:12 ADU PATH P.L. TO DWELLING 4' - 11"P.L. TO DWELLING35' - 7"P.L. TO DWELLING17' - 1"P.L. TO DWELLING (E) NON CONFORMING 1 1 1 1 1 229.30 219.01 1 220.12 220.57 1 P.L. TO GARAGE15' - 2"1 9'x18' SEWER CLEANOUT PROVIDE NEW SIDEWALK, CURB, AND GUTTER AS DETERMINED. SEE PUBLIC WORKS NOTE #1 1 CONNECT NEW 4" SEWER LATERAL WITH 6" MAIN, V.I.F. SEE PUBLIC WORKS NOTE #1 & #2 1 1 1623 SF (E) BASEMENT / CRAWLSPACE (NOT INCLUDED IN CALCULATION, <7'-0" CEILING HEIGHT 25.30.060.2.d) 2651 SF (E) 1ST FLOOR 2651 SF (E) LOT COVERAGE SUBJECT PROPERTY 1826 LOYOLA DRIVE FRONT SETBACK15' - 0"SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"GM EM WM BELL SYSTEM BOX ELECTRIC BOX STORM DRAIN (PROPERTY LINE) 80' - 0"(PROPERTY LINE)100' - 0"(E) PATIO (E) REAR YARD 1 2 4 5 3 DECLINING SLOPE 5:12 4:124:125:124:126:12 5:12LOYOLA DRIVEDECLINING SLOPEMILLS ESTATE SUBDIVISION(E) SIDEWALK 5' - 6"4' - 9"(E) PATIO (E) ROOF OVERHANG SHOWN DASHED TO SIDEWALK (V.I.F.)(E) SIDEWALK(V.I.F.)229.30 219.01 1 1 220.15 220.57 1 1 SEWER CLEANOUT (E) DRIVEWAY 9'x18' REMOVE SIDEWALK, CURB, AND GUTTER AS DETEMINED. SEE PUBLIC WORKS NOTE #1 1 DECLINING SLOPE 1 3101 SF PROPOSED FIRST FLOOR AREA 555 SF PROPOSED BASEMENT AREA 849 SF PROPOSED ADU AREA 94 SF EXEMPT BASEMENT (NOT INCLUDED IN CALCULATION, 25.30.060.2.c) SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A1.1CODE ANALYSIS, DEMOLITION & PROPOSED SITE PLAN S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0" 2PROPOSED SITE PLAN ZONING ANALYSIS BUILDING ANALYSIS ZONING DISTRICT: OVERLAY DISTRICT LOT AREA: (80' X 100') ALLOWABLE LOT COVERAGE EXISTING LOT COVERAGE PROPOSED LOT COVERAGE ALLOWABLE FLOOR AREA (32% LOT AREA + 1100)EXISTING FLOOR AREA PROPOSED TOTAL AREA PROPOSED 1ST FLOOR AREA PROPOSED BASEMENT AREA FRONT SETBACK: SIDE SETBACK: REAR SETBACK: HEIGHT LIMIT: PLATE HEIGHT PARKING REQUIRED : PARKING PROVIDED: LOW DENSITY RESIDENTIAL (R-1) HILLSIDE AREA 8,000 SF 40%= 8000 X 0.40= 3,200 SQFT 2,651 SQFT 3,101 SQFT 2560 + 1100 = 3,660 SQFT (8,000 SQFT x 0.32) = 2560 SQFT2,651 SQFT 3,656 SQFT 3,101 SQFT 555 SQFT 15'-0" 7'-0" 15'-0" (20' IF MORE THAN 2 STORIES) 30'-0" 9'-0" FIRST STORY - 8'-0" UPPER STORIES 2 ENCLOSED 2 ENCLOSED (PER SEC. 25.10.010) (PER SEC. 25.20.040) (PER SEC. 25.30.030) (PER SEC. 25.30.060) (MILLS ESTATE SUBDIVISION) (PER SEC. 25.40.030.B.) CONSTRUCTION TYPE: OCCUPANCY TYPE: STORIES: FIRE RESISTANT WALL REQUIREMENT: MAXIMUM EXIT ACCESS TRAVEL DISTANCE: PROVIDED EXIT ACCESS TRAVEL DISTANCE: MINIMUM STAIR WIDTH: MINIMUM DOOR WIDTH: V-B R-3 2 PROPOSED (1 EXISTING) 0 HOURS 200' - 0" 84' - 0" 36" (36" MIN. PROVIDED) 32" (32" MIN. PROVIDED) (PER CBC TABLE 602.1) (PER CBC (PER CBC 1017.2) ACCESSORY DWELLING UNIT ALLOWABLE FLOOR AREA: PROPOSED FLOOR AREA: INTERIOR SIDE SETBACK: INTERIOR REAR SETBACK: 850 TO 1000 SQFT 850 SQFT NONE OR 4'-0" (IF OUTSIDE REAR 40%) NONE OR 4'-0" (IF OUTSIDE REAR 40%) (PER SEC.25.48.030(H)(5)) (PER SEC.25.48.030(H)(5)) MILLS ESTATE SUBDIVISION MAP 1/16" = 1'-0" 3 DEMOLITION BASEMENT FLOOR AREA 1/16" = 1'-0" 4 DEMOLITION 1ST FLOOR AREA 1/8" = 1'-0" 1 DEMOLITION SITE PLAN 1/16" = 1'-0" 6PROPOSED 1ST FLOOR AREA 1/16" = 1'-0" 5PROPOSED BASEMENT AREA 15' B.S.L. PUBLIC WORKS NOTES 1. 2. 3. 4. CITY INSPECTOR TO DETERMINE NECESSARY SCOPE OF WORK IN CITY'S RIGHT-OF-WAY. IF NECESSARY, REMOVE AND REPLACE SIDEWALK, CURB, GUTTER, AND DRIVEWAY FRONTING SITE. IF NECESSARY, A NEW 4” LATERAL AND WYE IS TO BE PROVIDED. ALL ABANDONED SEWER LATERAL OR WATER SERVICE TO BE PLUGGED AND DISCONNECTED AT THE MAIN PER CITY REQUIREMENTS. WITHIN THE CITY’S RIGHT-OF-WAY, ALL UNDERGROUND UTILITY WORKS AND WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. NO STRUCTURE TO BE BUILT WITHIN THE PUBLIC RIGHT OF WAY. PROPOSED FENCE THAT EXTENDS BEYOND FACE OF BUILDING SHALL BE A MAXIMUM HEIGHT OF 4'-0" FROM GRADE.1 3 W/D WH (E) EXTERIOR 48' - 9"(E) EXTERIOR 13' - 1"(E) EXTERIOR 35' - 5"(E) EXTERIOR 19' - 8"2' - 1"(E) EXTERIOR 41' - 5"11' - 10"(E) EXTERIOR 21' - 1"(E) EXT. 12' - 7"(E) EXT. 8' - 5"(E) EXTERIOR 26' - 2"4' - 7"35' - 5"19' - 8"2' - 1"REPLACED IN KIND6' - 0"8' - 0"8' - 0"12' - 7"8' - 5"REPLACED IN KIND4' - 0"(E) EXT. 11' - 10"4' - 7"6' - 0"(E) EXT. 9' - 8"REPLACED IN KIND 7' - 6"FRONT SETBACK15' - 0"SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"(PROPERTY LINE) 80' - 0"(PROPERTY LINE)100' - 0"TO SIDEWALK (VARIES)(E) SIDEWALK (VARIES)4' - 9"5' - 7"DECLINING SLOPE (E) DRIVEWAY (E) FRONT YARD (E) REAR YARD (E) SIDEWALK LOYOLA DRIVE (E) PATIO 8' - 0"(E) EXTERIOR 8' - 0"1 5' - 3"SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A1.2DEMOLITION PLAN CALCULATION S.G. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSDEMOLITION CALCULATION 25.54.010 CONTINUATION OF LEGAL 25.54.010 CONTINUATION OF LEGAL NONCONFORMING STRUCTURESNONCONFORMING STRUCTURES A. MAY BE CONTINUED. ANY LEGALLY ESTABLISHED NONCONFORMING STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THIS TITLE WITH REGARD TO MAXIMUM PERMITTED HEIGHT, MINIMUM REQUIRED SETBACK, LOT COVERAGE, AND FLOOR AREA RATIO MAY BE CONTINUED INDEFINITELY. B. ALTERATIONS AND ADDITIONS. ALTERATIONS AND ADDITIONS MAY BE MADE TO A NONCONFORMING STRUCTURE, PROVIDED THAT THERE SHALL BE NO INCREASE IN THE DISCREPANCY BETWEEN EXISTING CONDITIONS AND THE STANDARDS FOR THE ZONING DISTRICT, AND PROVIDED THAT THE ALTERATION AND ADDITION DOES NOT QUALIFY AS SUBSTANTIAL CONSTRUCTION, AS DEFINED IN THIS TITLE, OR RESULT IN THE RECONSTRUCTION OF ANY PART OF THE BUILDING ENVELOPE THAT IS NONCONFORMING, WITH THE FOLLOWING EXCEPTIONS: 1. FLOOR AREA RATIO AND LOT COVERAGE. A. REALLOCATION. FLOOR AREA OF STRUCTURES THAT EXCEED THE MAXIMUM FLOOR AREA RATIO (FAR) AND/OR LOT COVERAGE FOR THE ZONING DISTRICT IN WHICH THE PROPERTY IS LOCATED MAY BE REALLOCATED WITHIN OTHER AREAS OF THE BUILDING AS LONG AS THE DISCREPANCY BETWEEN THE EXISTING CONDITION IN THE FAR OR LOT COVERAGE AND APPLICABLE ZONING DISTRICT STANDARDS IS NOT INCREASED AND FURTHER PROVIDED, THAT ANY NEW CONSTRUCTION MEETS ALL OTHER APPLICABLE DEVELOPMENT STANDARDS. B. EXCEPTION FOR RESIDENTIAL STRUCTURES. NOTHWITHSTANDING THE PROVISIONS OF SUBSECTION B.1.A. ABOVE, IF THE REALLOCATED FLOOR AREA ENCROACHES INTO THE MAXIMUM HEIGHT LIMIT OR DECLINING HEIGHT ENVELOPE, A SPECIAL PERMIT, AS SET FORTH IN CHAPTER 25.78 (SPECIAL PERMITS) OF THIS TITLE, MAY BE REQUESTED TO PERMIT THE ENCROACHMENT, AND WHERE THE COMMISSION CAN MAKE THE FINDING THAT APPROVAL OF THE SPECIAL PERMIT WILL PROVIDE FOR THE ARCHITECTURAL INTEGRITY OF THE STRUCTURE TO BE MAINTAINED. C. EXCEPTION FOR FRONT PORCHES AND DETACHED GARAGES. NONCONFORMING FRONT PORCHES AND ONE-STORY DETACHED GARAGES MAY BE REBUILT IN THE SAME LOCATION AND FOOTPRINT, INCLUDING ENCROACHMENT INTO ANY REQUIRED SETBACK. RECONSTRUCTION OF AN EXISTING NONCONFORMING DETACHED GARAGE SHALL BE LIMITED TO A TWO- CAR GARAGE OR A MAXIMUM OF 450 SQUARE FEET. 2. INCREASE IN RESIDENTIAL UNITS PROHIBITED. ANY INCREASE IN THE NUMBER OF RESIDENTIAL UNITS OF NONCONFORMING STRUCTURES DESIGNED AND OCCUPIED FOR RESIDENTIAL USE SHALL BE PROHIBITED, EXCEPT AS MAY BE PERMITTED FOR ACCESSORY DWELLING UNITS PURSUANT TO SECTION 25.48.030 (ACCESSORY DWELLING UNITS) OF THIS TITLE. 3. LIMITATIONS ON CONSTRUCTION. THE FOLLOWING APPLIES TO ANY ALTERATION OF OR ADDITION TO A NONCONFORMING STRUCTURE. A. NO MORE THAN 50 PERCENT OF THE EXTERIOR FIRST FLOOR WALLS OF THE NONCONFORMING STRUCTURE SHALL BE REMOVED TO ALLOW FOR THE ALTERATION OR ADDITION TO OCCUR. ANY ALTERATION OR ADDITION INCONSISTENT WITH THIS LIMIT SHALL REQUIRE THAT ALL NONCONFORMITIES BE BROUGHT INTO COMPLIANCE WITH THE DEVELOPMENT STANDARDS IN PLACE AT THE TIME OF ISSUANCE OF BUILDING PERMITS FOR THE ALTERATION OR ADDITION. B. FOR PROJECTS WHERE NOT MORE THAN 50 PERCENT OF THE EXISTING WALLS ARE REMOVED AND/OR NO PORTION OF THE NONCONFORMING WALL IS REMOVED, THOSE NONCONFORMING WALLS THAT REMAIN IN PLACE SHALL BE DEMONSTRATED TO THE SATISFACTION OF THE BUILDING OFFICIAL TO BE IN SOUND STRUCTURAL CONDITION, CAPABLE OF SUPPORTING ALL PROPOSED NEW CONSTRUCTION, AND PEST FREE, AND SHALL NOT BE REMOVED AS PART OF THE NEW CONSTRUCTION. C. FOR THE PURPOSES OF THIS SUBSECTION, “REMOVED” SHALL INCLUDE THE REMOVAL, REINFORCEMENT, OR SIGNIFICANT ALTERATION OF WALL STUDS OR ANY OTHER INTEGRAL STRUCTURAL SUPPORT FEATURE. D. IN THE EVENT THAT ANY DEVIATION FROM THESE LIMITATIONS AND APPROVED PLANS OCCURS THROUGH THE BUILDING PERMIT AND CONSTRUCTION PROCESSES, THE APPLICANT/DEVELOPER SHALL LOSE ALL PRIOR NONCONFORMING RIGHTS, AND ALL APPLICABLE ZONING DISTRICT STANDARDS SHALL APPLY. 4. EXCEPTIONS FOR DESIGNATED HISTORIC STRUCTURES. THE PROVISIONS OF SUBSECTION B.3 ABOVE SHALL NOT APPLY TO ALTERATIONS OF AND ADDITIONS TO DESIGNATED HISTORIC STRUCTURES. THROUGH THE SPECIAL PERMIT PROCESS, AS SET FORTH IN CHAPTER 25.78 (SPECIAL PERMITS), A PROPERTY OWNER MAY BE GRANTED THE ABILITY TO REMOVE MORE THAN 50 PERCENT OF THE EXTERIOR FIRST FLOOR WALLS, PROVIDED THAT THE PRIMARY BUILDING FAçADE AND ANY OTHER KEY CONTRIBUTING FEATURE, AS DETERMINED BY THE PLANNING COMMISSION, ARE MAINTAINED. 5. LIMITATION ON EXTENT OF ADDITION TO RESIDENTIAL STRUCTURE. IN THE EVENT OF ANY ADDITION TO A NONCONFORMING RESIDENTIAL STRUCTURE LOCATED IN A NONRESIDENTIAL ZONING DISTRICT, THE FLOOR AREA OF SUCH STRUCTURE MAY BE INCREASED BY UP TO 50 PERCENT OF THE FLOOR AREA OF THE EXISTING STRUCTURE WITHOUT A REQUIREMENT TO BRING ANY NONCONFORMITY INTO COMPLIANCE WITH THE APPLICABLE ZONING DISTRICT STANDARDS. (ORD. 2000 § 2, (2021)) TOTAL LINEAR FEET OF EXTERIOR WALLS 262' - 9" TOTAL LINEAR FEET OF EXTERIOR WALL DEMOLITION 129' - 10" (INCLUDING DOORS + WINDOWS) PERCENTAGE OF TOTAL DEMOLITION49.4% (INCLUDING DOORS + WINDOWS) 1/8" = 1'-0" 1 DEMOLITION CALULATION PLAN 1 UP UP FAMILY ROOM BED 3 BATH 3 ADU KITCHEN ADU BATH CLO.ADU BED ADU STUDIO ADU COURTYARD CLO.REF.A3.42 A3.3 2 A3.1 2 A3.22 7' - 10"4' - 2"17' - 8"12' - 3"4' - 0"12' - 0"5' - 7"12' - 5"UTILITY ROOM -10' - 0" -10' - 0" -6' - 4" -7' - 9" UP 2 A4.12 A4.2 2 A4.3 E D C B A 123456 10 10 24 1512 14 17181920 26 26 27 26 23 32 27 16 18 19 20 27 11 23 SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" 103 104 110 102 111 105 112 17 -7' - 10" (E) SIDEWALK (VARIES) UP 13 31 PATIO 29 30 30 30 106 107 108 114 113 101 109 AB D 21 E E 1 22 1 -10' - 0" 1 1 DS DS 3 A3.1 1 A3.2 1 A3.3 A3.41 1 SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" (E) CRAWLSPACE 1 A4.1 1 A4.2 1 A4.3 E D C B A 1 2 3 4 5 6 6 1 4 6 6 4 3 3 35 7 8 4 9 (E) PATIO 28 31 2 28 DS DS DS LEGEND (E) WALL TO REMAIN DEMOLITION (E) CONSTRUCTION (E) WALL TO REMAIN, UPGRADE TO PROVIDE 1- HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL FLOOR / ROOF DEMOLITION FLOOR / ROOF CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION WITH 1-HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL 1 HR FIRE RATING IN CEILING ABOVE. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING AWALL TAG. SEE SHEET A 7.1 WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1 1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1 TAG LEGEND A1.11ELEVATION TAG EEGRESS WINDOW TAG 1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A2.0DEMOLITION & PROPOSED BASEMENT PLANS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0" 2PROPOSED BASEMENT PLAN 1/8" = 1'-0" 1 DEMOLITION BASEMENT PLAN DEMOLITION GENERAL NOTES GENERAL NOTES 1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION 1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION KEYNOTES 1REMOVE (E) DOOR SYSTEM SHOWN DASHED, TYP. REMOVE (E) SLOPED CONC. RAT SLAB & STRUCTURAL COLUMNS S.S.D, TYP. EXCAVATE IN PREPARATION FOR NEW CONSTRUCTION. REMOVE (E) HARDSCAPE . EXCAVATE IN PREPARATION FOR NEW CONSTRUCTION. REMOVE (E) LANDSCAPE IN PREP FOR NEW CONSTRUCTION. REMOVE (E) STAIR SYSTEM. EXCAVATE (E) EARTHWORK, IN PREP FOR NEW CONSTRUCTION. REMOVE ASHPIT, FLUE, AND EXISTING FIREPLACE IN IN ENTIRETY IN PREPARATION FOR NEW WORK. 2 3 4 5 6 7 REMOVE (E) RETAINING WALL. REMOVE (E) PLANTER. NEW WOOD FLOORING SYSTEM & BASEBOARDS, TYP. U.O.N. NEW VERTICAL SLAT FENCE & GREEN WALL. SOLID SURFACE COUNTERTOP WITH BUILT-IN UPPER AND LOWER CABINETS. 30" STAINLESS STEEL SINGLE COMPARTMENT SINK. BUILT-IN REFRIGERATOR & FREEZER. 24" RANGE AND STOVE. WOOD STAIR SYSTEM W/ 42" TEMPERED GLASS GUARDRAIL. 8 9 10 11 12 13 14 TILE FLOORING SYSTEM. WALL MOUNTED VANITY. WATER CLOSET. FREESTANDING TUB WITH TEMPERED GLASS DOOR & ENCLOSURE. 1HR FIRE RATING IN CEILING ABOVE, SEE LEGEND DEDICATED PATH TO ADU PATH. CONCRETE PAVERS WITH GRAVEL COURSE. PROVIDE 6" GAPS BETWEEN PAVERS. INDOOR GARDEN COURTYARD WITH PLANTERS CONCRETE PAVER HARDSCAPE. SLAB ON GRADE STAIR SYSTEM. PLANTER, TYP. 17 18 19 20 21 22 23 15 16 24 25 26 27 REMOVE (E) WALL & FOUNDATION IN PREPARATION FOR NEW CONSTRUCTION. ISLAND ON CASTERS. NEW TREES & LANDSCAPING, SEE LANDSCAPE PLAN. OUTLINE OF BUILDING ABOVE. DECOMPOSED GRANITE. 28 29 30 31 1 32 1 W/D WHW/DDN DN DN UP A3.1 1 A3.2 1 A3.3 A3.41 1 21' - 1"12' - 7"8' - 10"12' - 1"3' - 4"10' - 3"23' - 0"5' - 8"11' - 7"7' - 11"13' - 1"11' - 9"21' - 1"2' - 6"6' - 2"13' - 8"12' - 1"2' - 8"8' - 0"2' - 8"15' - 7"GM EM FN EP ET FRONT SETBACK15' - 0"REAR SETBACK15' - 0"(E) LIVING ROOM (E) KITCHEN (E) DINING (E) LAUNDRY (E) GARAGE (E) FOYER (E) LOUNGE (E) BEDROOM 1 (E) BEDROOM 2 (E) CLO. (E) CLO. (E) CLO. (E) CLO. (E) HALL (E) BATH (E) MASTER BEDROOM (E) M. BATH (E) CLO. (E) PATIO (E) ENTRANCE (E) LAWN (E) REAR YARD (E) DRIVEWAY -0' - 6" 0' - 0" -0' - 9" -1' - 4" -3' - 1" -6' - 4" -5' - 5" -6' - 6" -0' - 9" -6' - 11" LOYOLA DRIVE 1 A4.1 1 A4.2 1 A4.3 E D C B A 1 2 3 4 5 6 1 2 3 3 4 13 3 3 1 12 4 4 12127 4 1111 5 5 43 6 21 1 2 36 8 13 37 10 (PROPERTY LINE)100' - 0"(PROPERTY LINE) 80' - 0" SIDE SETBACK 7' - 0"SIDE SETBACK 7' - 0"EXTENT OF IMPROVEMENTS(V.I.F.)5' - 7"4' - 9"(E) SIDEWALK (V.I.F.)37 37 -1' - 3"-3' - 7"-2' - 3"-7' - 9" -1' - 5"-3' - 10"-2' - 6"-7' - 11" 1' - 11" 1' - 8" 19' - 11"22' - 5"1 9'x18'9'x18' 1 DS DS DS DS DS DS DS DS DS GM EM EP ET FRONT SETBACK15' - 0"SIDE SETBACK 7' - 0"SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"FOYER (E) GARAGECLOSETPOW. KITCHENLIVING ROOM OFFICE M. CLOSET M. BATH M. BEDROOM BED 2 BATH 2 CLOSET OPEN TO BELOW PAN. DINING REF.18' - 0"12' - 3"2' - 11"13' - 2"17' - 8"50' - 1"18' - 0"7' - 8"22' - 7"A3.42 A3.3 2 A3.1 2 A3.22 0' - 0" -0' - 11" -4' - 3" -6' - 11" -10' - 0" 0' - 0" -6' - 4" REAR YARD PATIO PATH (E) LAWN LAWN LOWER PATIO LOYOLA DRIVEISLAND20' - 8"14' - 6"11' - 6"14' - 7"6' - 6" 2 A4.1 2 A4.2 2 A4.3 DN E D C B A 12345 6 15 14 1617 17 2716 19 23 24 20 21 22 24 22 24 2125 40 40 26 28 29 30 39 33 32 33 33 33 33 33 39DN18 34 (PROPERTY LINE) 80' - 0"5' - 7"4' - 9"(PROPERTY LINE)100' - 0"35 206 207 202216 213 204 201 212 205 203 214 215 211 210 21 E 25 38 38 42 41 208209H G I J KL M F -1' - 3"-3' - 7"-2' - 3"1' - 11"-7' - 9" -1' - 5"-3' - 10"-2' - 6"1' - 8"-7' - 11"EXTENT OF IMPROVEMENTS(V.I.F.)(E) SIDEWALK (V.I.F.)NO E E 1 1 19' - 11"22' - 2"9'x18'9'x18' -10' - 0" 39 11 DS DS DSDS DS DS 3 3 44 3 DEMOLITION GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL MATERIALS FROM THE SITE IN A LAWFUL MATTER AND IN COORDINATION WITH CITY'S CONSTRUCTION AND DEMOLITION DEBRIS REQUIREMENT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE ABATEMENT AND REMOVAL OF ANY HAZARDOUS MATERIALS 3. REMOVE (E) INTERIOR WALL AND CEILING FINISHES DOWN TO (E) STUDS, U.O.N. THIS SHALL INCLUDE BUT NOT LIMITED TO WOOD TRIM, BASEBOARD, WAINSCOT, WALLPAPER, TILE,MOLDINGS, BOARD AND BATTEN SIDING, WOOD BOX BEAMS, PLASTER, GYPSUM BOARD WALLS, ETC. 4. REMOVE (E) CABINETRY, CASEWORK AND SHELVING IN AREA OF WORK. THIS SHALL INCLUDE ASSOCIATED SUPPORT BRACKETS AND FASTENERS 5. REMOVE & SALVAGE ALL ABANDONED APPLIANCES INCLUDING BUT NOT LIMITED IN KITCHEN STOVE/OVEN, WASHING AND DRYING MACHINES, ETC. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, SAWCUTTING, & TRENCHING TO ACCOMMODATE NEW CONSTRUCTION AND LOCATION OF BUILDING SYSTEMS / UTILITIES. KEEP EXCAVATION TO A MINIMUM IN SIZE. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY AND SHOULD BE VERIFIED IN FIELD. NOTIFY ARCHITECT SHOULD LOCATIONS DIFFER FROM THOSE PROVIDE IN PLANS. DO NO REMOVE ANY CONCRETE FOOTINGS, U.O.N. ON STRUCTURAL DRAWINGS 7. REFERENCE MEP DRAWINGS FOR ADDITIONAL DEMOLITION NOTES REGARDING MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS 8. CLEAN AND PREPARE ALL SURFACES TO RECEIVE NEW WORK 9. REMOVE & REPLACE ANY DAMAGED/DETERIORATED FINISHES WHERE REQUIRED GENERAL NOTES 1. PATCH AND REPAIR ALL (E) PENETRATIONS IN FLOOR, WALLS, CEILINGS AND ROOF IN PREPARATION TO RECEIVE NEW FINISHES. PATCH SHALL BE LEVEL WITH ADJACENT SURFACE. ALL NEW WALL CONSTRUCTION ADJACENT TO EXISTING SHALL BE CONTINUOUS WITH THE EXISTING RESULTING IN ALIGNED FINISHES. 2. PROVIDE GYPSUM BOARD WALLBOARD ON THE INTERIOR WALLS AND CEILINGS TYPICAL U.O.N. 3. PROVIDE 1X WOOD BASEBOARD FOR ALL ROOMS, TYPICAL, U.O.N. 4. REMOVE AND REPLACE ALL WALL AND CEILING INSULATION PER TITLE 24 REQUIREMENTS, TYPICAL U.O.N. 5. PROVIDE SOLID CONTINUOUS BLOCKING FOR ALL ATTACHMENT POINTS OF WALL MOUNTED EQUIPMENT, DEVICES, FIXTURES AND CASEWORK, WHETHER OR NOT SPECIFIED ON DRAWINGS. 6. CONTRACTOR SHALL PROVIDE ALL PROPER WATERPROOFING REQUIRED FOR THE PROJECT TO ENSURE THAT NO WATER INTRUSION OCCURS INTO THE HOME. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ROOFING SYSTEMS, PENETRATIONS, FLASHING, STORM WATER SYSTEM, DOORS, WINDOWS, CHIMNEYS AND VENT. ETC. LEGEND (E) WALL TO REMAIN DEMOLITION (E) CONSTRUCTION (E) WALL TO REMAIN, UPGRADE TO PROVIDE 1- HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL FLOOR / ROOF DEMOLITION FLOOR / ROOF CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION WITH 1-HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL 1 HR FIRE RATING IN CEILING ABOVE. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING AWALL TAG. SEE SHEET A 7.1 WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1 1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1 TAG LEGEND A1.11ELEVATION TAG EEGRESS WINDOW TAG 1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A2.1DEMOLITION & PROPOSED 1ST FLOOR PLANS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0" 1 DEMOLITION FIRST FLOOR PLAN 1/8" = 1'-0" 2PROPOSED FIRST FLOOR PLAN KEYNOTES 1REMOVE (E) DOOR SYSTEM SHOWN DASHED, TYP. REMOVE (E) WINDOW SYSTEM SHOWN AS DASHED, TYP. REMOVE (E) FLOORING SYSTEM & BASEBOARDS IN AREA OF WORK. PREPARE FOR NEW CONSTRUCTION, TYP. REMOVE (E) HARDSCAPE . PREP. FOR NEW CONSTRUCTION. REMOVE (E) PLUMBING FIXTURES, ACCESSORIES AND/OR CASEWORK IN BATHROOM IN PREPARATION FOR NEW WORK, TYP. CLEAN, REPAIR, AND REFURBISH (E) HARDSCAPE. REMOVE (E) STAIR SYSTEM. 2 3 4 5 6 7 REMOVE (E) KITCHEN CABINETRY, PLUMBING FIXTURES IN ENTIRETY IN PREPARATION FOR NEW CONSTRUCTION. REMOVE (E) CASEWORK, TYP. REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND EXISTING FIREPLACE IN ENTIRETY IN PREPARATION FOR NEW WORK. REMOVE (E) RETAINING WALL. REMOVE & REPLACE (E) LAWN, PREP FOR NEW CONSTRUCTION. REMOVE (E) PLANTER. NEW WOOD FLOORING SYSTEM & BASEBOARDS, TYP. U. O. N. 8 9 10 11 12 13 14 SOLID SURFACE ISLAND COUNTERTOP WITH BUILT-IN LOWER CABINETS. SOLID SURFACE COUNTERTOP WITH BUILT-IN UPPER AND LOWER CABINETS. 30" STAINLESS STEEL SINGLE COMPARTMENT SINK. BUILT-IN REFRIGERATOR & FREEZER. 36" RANGE AND STOVE. WOOD STAIR SYSTEM W/ 42" TEMPERED GLASS GUARDRAIL. TILE FLOORING SYSTEM. WALL MOUNTED VANITY. DECORATIVE PEDESTAL SINK & FAUCET. WATER CLOSET. CURBLESS SHOWER WITH TEMPERED GLASS DOOR & ENCLOSURE. FREESTANDING TUB. 16 17 18 19 20 21 22 23 STACKED WASHER/DRYER. BOOKSHELF. FIREPLACE TABLE. FOUNTAIN. CONCRETE SLAB ON GRADE, TYP. SLAB ON GRADE CONCRETE STAIR. PLANTER, TYP. LAWN. 6" - 0" DECORATIVE STONE CLAD WALL. REMOVE (E) PONY WALL. REMOVE (E) LANDSCAPE AND PREP FOR NEW CONSTRUCTION. NEW LANDSCAPING. 24 25 26 2715 28 29 30 31 32 33 34 35 36 37 39 CONCRETE PAVERS WITH AGGREGATE COURSE. PROVIDE 12" GAPS BETWEEN PAVERS BUILT IN CASEWORK CLOSET. CONCRETE PATH WALKWAY 42" TEMPERED GLASS GUARDRAIL. DEMOLISH (E) DRIVEWAY 6'-0" x 2'-0" PAINTED METAL BLADE CANOPY FOR GROUND FLOOR ENTRY 40 41 38 42 43 1 1 1 44 3 A3.1 1 A3.2 1 A3.3 A3.41 1 1 A4.1 1 A4.2 1 A4.3 E D C B A 1 2 3 4 5 6 FRONT SETBACK15' - 0"REAR SETBACK15' - 0"1 2 5:12 4:124:125:124:126:12 5:12SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" DS DS DS DS DS DS DS DS DS 1 1 1 1 1 1 1 1 1 A3.42 A3.3 2 A3.1 2 A3.22 2 A4.1 2 A4.2 2 A4.3 E D C B A 123456 3 44:125:12 4:1212:129:124:123:125:12 5:12 SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"MILLS ESTATE SUBDIVISIONFRONT SETBACK15' - 0"PQ S R DS DS 5 DSDS DS 5 5 DS 5 5 21' - 4"3' - 0"6' - 10"14' - 8"15' - 9"3' - 9"5' - 6"2:12 2 2 2 2 2 2 6 LEGEND (E) WALL TO REMAIN DEMOLITION (E) CONSTRUCTION (E) WALL TO REMAIN, UPGRADE TO PROVIDE 1- HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL FLOOR / ROOF DEMOLITION FLOOR / ROOF CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION WITH 1-HR FIRE RATING. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING ON BOTH SIDES OF WALL 1 HR FIRE RATING IN CEILING ABOVE. PROVIDE MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING AWALL TAG. SEE SHEET A 7.1 WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1 1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1 TAG LEGEND A1.11ELEVATION TAG EEGRESS WINDOW TAG 1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A2.2DEMOLITION & PROPOSED ROOF PLAN S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0" 1 DEMOLITION ROOF PLAN 1/8" = 1'-0" 2PROPOSED ROOF PLAN 1REMOVE (E) ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. COMPOSITE SHINGLES TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY STANDING SEAM METAL ROOFING SYSTEM SKYLIGHT PROPOSED DOWNSPOUT, DISCHARGED STORMWATER RUNOFF SHALL BE HARDSCAPED TO VEGETATED AREAS. SEE ARROWS FOR WATERFLOW DIRECTION 8'-0" X 3'-0" PAINTED METAL BLADE CANOPY OVER FRONT ENTRANCE 2 3 4 KEYNOTES DEMOLITION GENERAL NOTES GENERAL NOTES 1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION 1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION 5 2 3 63 DN DN DN UP 3101 SF 34 SF 296 SF245 SF 181 SF 287 SF 265 SF 62 SF47 SF75 SF 79 SF FRONT SETBACK15' - 0"SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0"REAR SETBACK15' - 0"PATIO LOWER PATIO LOYOLA DRIVE DN (PROPERTY LINE) 80' - 0"10' - 4"(PROPERTY LINE)100' - 0"EXTENT OF IMPROVEMENTS(V.I.F.)(E) SIDEWALK (V.I.F.)A2.33 A2.3 4 10 1 3 3 3 3 3 6 6 7 10 10 4 4 4 10 8 10 7 6 5 5 5 5 11 12 13 15 15 6 14 15 14 15 SUBJECT PROPERTY 1826 LOYOLA DRIVE B C 10 A A C D I I IBB 6 B B 6 6 6 6 E E F H G 2 5 16 16 D 1ST FLOOR 0' - 0"6' - 0"34' - 6" DECORATIVE STONE CLAD SITE WALLWATER FEATURENIEGHBOR FENCE BEYOND PROPERTY LINE BASEMENT -10' - 0" 71' - 5"ABOVE GRADE3' - 5"2' - 8"VERTICAL SLAT WOOD FENCE, TYP. SITE WALL BEYOND FENCE STAINLESS STEEL CABLES TO SUPPORT VINES MATCH HEIGHT OF NEIGHBOR FENCE BEYOND PROPERTY LINE V.I.F. 6' - 1"SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A2.3LANDSCAPE PLAN SG DP 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/16" = 1'-0" 2HARDSCAPE COVERAGE DIAGRAM HARDSCAPE COVERAGE TOTAL HARDSCAPE AREA4672 SF TOTAL LOT AREA8000 SF HARDSCAPE PERCENTAGE58% 1(E) CONCRETE HARDSCAPE TO REMAIN (DIAGONAL CROSSHATCH) (E) HEDGE AND PLANTER TO REMAIN (E) NEIGHBOR FENCE, NO SCOPE OF WORK CONCRETE PATH WALLWAY CONCRETE STAIRS SITE PLANTER LAWN, REGRADE AS REQUIRED DECOMPOSED GRANITE NOT USED CONCRETE PAVERS, TYP. GRAVEL COURSE WATER FEATURE STONE CLAD CONCRETE SITE WALL WOOD SLAT VERTICAL FENCE CONCRETE RETAINING WALL PROPOSED FENCE THAT EXTENDS BEYOND FACE OF BUILDING SHALL BE A MAXIMUM HEIGHT OF 4'-0" FROM GRADE. 2 3 4 KEYNOTES 5 GENERAL NOTES 1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION 3/16" = 1'-0" 1LANDSCAPE FLOOR PLAN 3/16" = 1'-0" 3WEST SITE WALL ELEVATION 3/16" = 1'-0" 4EAST FENCE ELEVATION 6 7 8 9 10 11 12 13 14 15 PLANTING KEYNOTES AEARTH - KIND ROSE BUSHES DWARF AZALIA & DWARF JASMINE PROVENCE FRENCH LAVENDER, STAR JASMINE VINE, & DICHODRA SILVER FALLS SWAN HILL OLIVE, 24" BOX SIZE MAGNOLIA TREE CHERRY BLOSSOM TREE, 24" BOX SIZE MAPLE TREE, 24" BOX SIZE GINKO TREE, 24" BOX SIZE STAR JASMINE VINE B C D E F G H I 1 16 3 3 3 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" P.L.P.L.12' - 0"7' - 6"SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" 12 3 4 5 6 2 1 1 1 5 6 2 7 3 4 3 3 2 9 229.30 219.01 224.15AVERAGE T.O. CURB6' - 9"8' - 0"7' - 8"220.37 DHE DEPARTURE POINTDECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE1 1 1 1 1 24 1 ABOVE AVERAGE T.O. CURB 1 + 18.22 + 3.45 -3.47 ABOVE AVERAGE T.O. CURB BELOW AVERAGE T.O. CURB 1 1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 242.37 ) ( 227.61 ) ( 220.69 ) 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" P.L.DECLINING HEIGHT ENVELOPEP.L.DECLINING HEIGHT ENVELOPE12' - 0"7' - 6"T.O. ROOF 14' - 9" SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" 12 3 4 5 6 10 10 8 8 11 12 13 (E) 16 18 17 15 14 14 20 19 20 1 21 22 1 23 23 229.30 219.01 224.15AVERAGE T.O. CURBAVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"+ 3.45 ABOVE AVERAGE T.O. CURB ABOVE AVERAGE T.O. CURB6' - 9"8' - 0"1' - 0"9' - 0"( 220.37 )DHE DEPARTURE POINT 1 1 1 1 1 + 18.22 ABOVE AVERAGE T.O. CURB 1 1 1 11 ( 227.61 ) ( 242.37 ) 3 3 3 25 25 26 3 OPEN FENCE HEIGHT3' - 3"27 28 3 29 SHALL BE 3' - 3"30 31 1. 2. 3. 4. 5. 6. REMOVE & REPLACE (E) STUCO FINISH FOR HOME. REMOVE & REPLACE ALL (E) GUTTERS & DOWNSPOUTS, T.Y.P. CLEAN AND REPAIR ALL (E) ROOF, EAVE & CRAWL SPACE VENTS REMOVE ALL ABANDONED MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS FROM THE EXTERIOR BUILDING FACADE. CONCEAL BUILDING SYSTEMS IN WALLS,FLOORS OR CEILING. PROVIDE PATCH OR REPAIR ANY DAMAGES RESULTING FROM REMOVED WALL MOUNTED COMPONENTS. WHERE INDICATED DASHED, DOOR AND WINDOW SYSTEMS SHALL BE REMOVED IN ITS ENTIRETY. THIS INCLUDES BUT SHALL NOT BE LIMITED TO WINDOWS, DOORS, WOOD TRIM, FLASHING, CAULKING, HARDWARE, ETC. SEE SHEET A6.1 FOR BUILDING FINISHES AND MATERIALS GENERAL NOTES SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A3.1DEMOLITION & PROPOSED SOUTH ELEVATIONS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 1DEMOLITION SOUTH ELEVATION 1/4" = 1'-0" 2PROPOSED SOUTH ELEVATION KEYNOTES 11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP. REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. TYP. REMOVE (E) WINDOW SYSTEM & TRIM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) RETAINING WALL. REMOVE (E) GATE. REMOVE (E) CHIMNEY IN ITS ENTIRETY. PLANTER, TYP. REMOVE & REPLACE GARAGE DOOR. STANDING SEAM METAL ROOFING SYSTEM. STAINED WOOD TRANSOM TO MATCH GARAGE DOOR. STAINED WOOD GARAGE DOOR. METAL FRAMED BAY WINDOW. METAL CLAD WOOD SKYLIGHT. SEE WINDOW SCHEDULE A5.0 STAINED 1x4 FIBER CEMENT FAUX WOOD SIDING. NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N. STAINED WOOD DOORS. OUTLINE OF CONSTRUCTION BEYOND. WALL MOUNTED PATH LIGHT SCONCE LIGHT, TYP. EGRESS WINDOW WITH 19.7 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0 FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS. EGRESS WINDOW WITH 17.3 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0 FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS. METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0 EXISTING DOWNSPOUT TO BE REMOVED, TYP. PAINTED METAL BLADE AWNING OVER FRONT ENTRY DOOR FIBER CEMENT PANELS PAINTED METAL BLADE AWNING WITH ADDRESS HORIZONATAL STUCCO REVEAL NEW FENCE. SEE SHEET A2.5 FOR MORE INFORMATION (E) FENCE TO REMAIN 8" GUTTER, TYP. THROUGHOUT 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 25 3 26 3 27 28 29 30 31 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" P.L.P.L. REAR SETBACK 15' - 0" REAR SETBACK 15' - 0"FRONT SETBACK 15' - 0" REAR SETBACK 15' - 0"EDCBA 1 1 3 2 8 9 AVERAGE T.O. CURB 219.01 224.15 229.30 (BEYOND)6' - 9"8' - 0"7' - 8"10 1 1 + 2.75 ABOVE AVERAGE T.O. CURB + 18.22 ABOVE AVERAGE T.O. CURB 1 1 AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 226.90 ) ( 242.37 ) 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" T.O. ROOF 14' - 9" P.L.P.L. FRONT SETBACK 15' - 0" REAR SETBACK 15' - 0"EDCBA 6 5 47 AVERAGE T.O. CURB 219.01 224.15 229.30 (BEYOND)6' - 9"8' - 0"1' - 0"9' - 0"1 + 2.75 ABOVE AVERAGE T.O. CURB ABOVE AVERAGE T.O. CURB 1 1 + 11.10 AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"1 ( 226.90 ) ( 242.40 )3 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A3.2DEMOLITION & PROPOSED WEST ELEVATIONS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 1DEMOLITION WEST ELEVATION 1/4" = 1'-0" 2PROPOSED WEST ELEVATION GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N. STANDING SEAM METAL ROOFING SYSTEM FOUNTAIN 2 3 4 5 6 METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0 (E) WOOD DOOR TO REMAIN (E) WOOD WINDOW TO REMAIN EXISTING DOWNSPOUT TO BE REMOVED, TYP. 7 8 9 1 10 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" P.L.P.L. SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" 123456 20 1 2 2 2 3 3 33 4 7 5 8 6 229.30 219.01 224.15AVERAGE T.O. CURB 7' - 8"8' - 0"6' - 9"DHE DEPARTURE POINT DECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE12' - 0"7' - 6"220.37 1 11 1 1 1 + 18.22ABOVE AVERAGE T.O. CURB 1 -2.88 BELOW AVERAGE T.O. CURB 1 + 2.75ABOVE AVERAGE T.O. CURB 1 1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 242.37 ) ( 221.28 ) ( 226.90 ) 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" P.L.P.L. T.O. ROOF 14' - 9" SIDE SETBACK 7' - 0" SIDE SETBACK 7' - 0" 1234569 9 10 11 12 14 16 13 15 1719 18 1 1 229.30 219.01 224.15AVERAGE T.O. CURB -2.88 BELOW AVERAGE T.O. CURB + 3.45 ABOVE AVERAGE T.O. CURB 9' - 0"1' - 0"8' - 0"6' - 9"DHE DEPARTURE POINT DECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE12' - 0"7' - 6"220.37 1 1 1 1 1 1 1 1 + 18.22ABOVE AVERAGE T.O. CURB 1 AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 221.28 ) ( 227.61 ) ( 242.37 ) 3 21322 3 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A3.3DEMOLITION & PROPOSED NORTH ELEVATIONS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 1DEMOLITION NORTH ELEVATION 1/4" = 1'-0" 2PROPOSED NORTH ELEVATION GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP. REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY REMOVE (E) PLANTER / RETAINING WALL REMOVE (E) STAIR SYSTEM REMOVE (E) RAILING STANDING SEAM METAL ROOFING SYSTEM SLAB ON GRADE STAIR SYSTEM 42" TEMPERED GLASS GUARDRAIL FOUNTAIN NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N. STAINED 1x4 FIBER CEMENT FAUX WOOD SIDING METAL WAINSCOT PANEL OUTLINE OF CONSTRUCTION BEYOND EGRESS WINDOW WITH 19.5 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0 FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS. METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0 METAL CLAD WOOD DOORS, TYP. SEE WINDOW SCHEDULE A5.0 EXISTING DOWNSPOUT TO BE REMOVED, TYP. FIBER CEMENT PANELS (E) FENCE TO REMAIN 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 21 3 3 22 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" P.L.P.L. EDCB A 25 14 333 4 6 8 1 67 1 FRONT SETBACK 17' - 1" 13 AVERAGE T.O. CURB 219.01 224.15 229.30 (BEYOND) 22 1 1 1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"6' - 9"8' - 0"7' - 8"+ 18.22ABOVE AVERAGE T.O. CURB -3.30 BELOW AVERAGE T.O. CURB 1 1 ( 242.37 ) ( 220.86 ) 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" T.O. ROOF 14' - 9" P.L.P.L. FRONT SETBACK 15' - 0" REAR SETBACK 15' - 0"EDCB A 9 9 10 11 12 12 14 11 16 1515 14 1414 18 19 19 1 21 20 AVERAGE T.O. CURB 219.01 224.15 229.30 13 (BEYOND)BELOW AVERAGE T.O. CURB 6' - 9"8' - 0"1' - 0"9' - 0"1 1 1 1 + 18.22 ABOVE AVERAGE T.O. CURB 1 AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"12 -6.55( 217.61 ) 1 1 1 1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A3.4DEMOLITION & PROPOSED EAST ELEVATIONS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 1DEMOLITION EAST ELEVATION 1/4" = 1'-0" 2PROPOSED EAST ELEVATION GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP. REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY REMOVE (E) RETAINING WALL 2 3 4 5 6 REMOVE (E) STAIR SYSTEM REMOVE (E) RAILING STANDING SEAM METAL ROOFING SYSTEM SLAB ON GRADE STAIR SYSTEM 42" TEMPERED GLASS GUARDRAIL DECORATIVE STONE SLAB WALL (E) SIDEWALK SLOPE FIBER CEMENT PANELS 7 8 9 10 11 12 13 STAINED 1x 4 FIBER CEMENT FAUX WOOD SIDING NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N. WALL MOUNTED PATH LIGHT, TYP. SCONCE LIGHT, TYP. EGRESS WINDOW WITH 25 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0 FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS. METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0 METAL CLAD WOOD DOORS, TYP. SEE WINDOW SCHEDULE A5.0 EXISTING DOWNSPOUT TO BE REMOVED, TYP. 15 16 17 18 19 1 20 21 14 22 3 3 3 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" T.O. ROOF 14' - 9" FOYERLIVING ROOM EDCBA 1111 10 9 9 12 14 (E) CRAWL SPACE16 P.L.P.L. FRONT SETBACK 15' - 0" REAR SETBACK 15' - 0" 12 15 6' - 9"8' - 0"1' - 0"9' - 0"1 1 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" (E) LIVING ROOM (E) LOUNGE EDCBA 2 52 3 1 1 468 (E) CRAWL SPACE P.L.P.L. FRONT SETBACK 15' - 0" REAR SETBACK 15' - 0" 13 6' - 9"8' - 0"7' - 8"1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A4.1PROPOSED & DEMOLITION SECTIONS D.P. S.G. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 2PROPOSED WEST SECTION 1/4" = 1'-0" 1DEMOLITION WEST SECTION GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11REMOVE (E) COMPOSITE SHINGLES, WALL CONSTRUCTION, SHOWN AS HATCH TYP. REMOVE (E) ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR WHERE SHOWN AS DASHED, TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND EXISTING FIREPLACE IN IN ENTIRETY IN PREPARATION FOR NEW WORK. 2 3 4 5 6 NOT USED REMOVE (E) RAILING STANDING SEAM METAL ROOFING SYSTEM SLAB ON GRADE STAIR SYSTEM 42" TEMPERED GLASS GUARDRAIL CONCRETE PAVER HARDSCAPE REMOVE CEILING JOISTS 7 8 9 10 11 12 13 STAINED WOOD CEILING PLANTER NEW CONCRETE SLAB ON GRADE 14 15 16 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" T.O. ROOF 14' - 9" M. BATHBED 2 W/CATRIUM FAMILY ROOM ADU STUDIOADU COURTYARD EDCBA 5 6 79 9 10 8 1 6' - 9"8' - 0"1' - 0"9' - 0"1 1111 3 3 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" (E) BEDROOM 2(E) CLO.(E) CLO.(E) BATH(E) MASTER BEDROOM EDCBA 4 2 2 3 3 3 7 (E) BASEMENT / CRAWLSPACE 1 6' - 9"8' - 0"7' - 8"SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A4.2PROPOSED & DEMOLITION SECTIONS D.P. S.G. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 2PROPOSED WEST SECTION 2 1/4" = 1'-0" 1DEMOLITION WEST SECTION 2 GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11NOT USED. REMOVE (E) COMPOSITE SGINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP. STANDING SEAM METAL ROOFING SYSTEM SLAB ON GRADE STAIR SYSTEM 2 3 4 5 6 17(E) FENCE TO REMAIN CONCRETE PAVER HARDSCAPE NEW VERTICAL SLAT FENCE & GREEN WALL. PLANTER 1 HR FIRE RATING IN CEILING CONSTRUCTION. PROVIDE MINIUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING 8 9 10 11 1 1ST FLOOR 0' - 0" BASEMENT PLATE HEIGHT -1' - 0" T.O. TOP PLATE 8' - 0" BASEMENT -10' - 0" T.O. ROOF 14' - 9" KITCHEN LIVING ROOMDINING ATRIUM BATH 3UTILITY ROOM FAMILY ROOM 12 3 4 5 6 8 10 10 11 16 18 176' - 9"8' - 0"1' - 0"9' - 0"1 1 3 1ST FLOOR 0' - 0" (E) T.O. ROOF 14' - 9" (E) BASEMENT -7' - 8" T.O. TOP PLATE 8' - 0" 12 3 4 5 6 2 2 33 3 6 4 4 3 5 14 12 15 7 136' - 9"8' - 0"7' - 8"1 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A4.3PROPOSED & DEMOLITION SECTIONS S.G. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0" 2PROPOSED SOUTH SECTION 1 1/4" = 1'-0" 1DEMOLITION SOUTH SECTION 1 GENERAL NOTES 1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION KEYNOTES 11NOT USED. REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP. REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP. REMOVE (E) CHIMNEY IN ITS ENTIRETY. REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND EXISTING FIREPLACE IN IN ENTIRETY IN PREPARATION FOR NEW WORK. 2 3 4 5 6 REMOVE (E) CEILING JOST, S.S.D. STANDING SEAM METAL ROOFING SYSTEM. S.O.G. STAIRCASE BEYOND. 42" TEMPERED GLASS GUARDRAIL. WOOD STAIR SYSTEM SUPPORTED BY METAL STRINGER. REMOVE (E) CASEWORK AND PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE (E) CONCRETE RAT SLAB. 7 8 9 10 11 12 13 REMOVE (E) FLOOR AND COLUMN CONSTRUCTION, S.S.D. REMOVE (E) CEILING JOISTS, S.S.D. STAINED WOOD CEILING. CONCRETE PAVED HARDSCAPE. CONCRETE SLAB ON GRADE, S.S.D. 14 15 16 17 18 DOOR TYPEWINDOW TYPE A A BCDE L FGH 4' - 0" F G B DC E JH K0' - 1"V.I.F.6' - 9"V.I.F.1' - 2"V.I.F.4' - 6"V.I.F.1' - 2"V.I.F.7' - 1"V.I.F.0' - 8"V.I.F.5' - 4"V.I.F.3' - 2"ROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OF2' - 6"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE I I V.I.F.4' - 5"V.I.F.0' - 8"ROOF ABOVE, V.I.F.ANGLE OF1 1 4 EQ. LITES, MATCH DOOR BELOW 12' - 10" 3 EQ. LITES, MATCH WINDOW BELOW 7' - 6"2' - 6"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE 3' - 5"3' - 5" 2' - 8"2' - 8" 4' - 0" 1' - 0"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE 3 3 FIBER CEMENT PANEL CLAD DOOR STAINED WOOD PANEL DOOR W/ METAL SIDE LITE SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A5.0DOOR & WINDOW SCHEDULE Author Checker 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSPROPOSED DOOR SCHEDULE NOLOCATIONFLOOR SIZE FIRE RATINGMATLGLAZINGTYPEFRAME MATLNOTEWIDTHHEIGHTTHICKNESS 101ADU STUDIOBASEMENT6' - 0"9' - 0"1-3/4"ALUMINUM CLAD WOODTEMPEREDH 102ADU STUDIOBASEMENT5' - 0"7' - 0"1-3/4"WOODB 103ADU BEDBASEMENT5' - 0"7' - 0"1-3/4"WOODD 104ADU BATHBASEMENT2' - 6"7' - 0"1-3/4"WOODA 105ADU BEDBASEMENT3' - 6"7' - 0"1-3/4"WOODB 106ADU COURTYARDBASEMENT13' - 6"9' - 0"WOODTEMPEREDF4 LEAF ACCORDION DOOR 107ADU COURTYARDBASEMENT10' - 0"9' - 0"WOODTEMPEREDF3 LEAF ACCORDION DOOR 108ADU COURTYARDBASEMENT13' - 6"9' - 0"45 MINWOODTEMPEREDF4 LEAF ACCORDION DOOR 109ADU COURTYARDBASEMENT10' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG3 LEAF ACCORDION DOOR 110BATH 3BASEMENT2' - 6"7' - 0"1-3/4"WOODA 111BED 3BASEMENT2' - 6"7' - 0"1-3/4"WOODA 112UTILITYBASEMENT2' - 6"7' - 0"1-3/4"WOODA 113FAMILY ROOMBASEMENT10' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG3 LEAF ACCORDION DOOR 114FAMILY ROOMBASEMENT12' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG4 LEAF ACCORDION DOOR 201FOYER1ST FLOOR6' - 0"7' - 0"1-3/4"WOODI 202FOYER1ST FLOOR5' - 0"7' - 0"1-3/4"WOODB 203POWDER1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 204WASHER/DRYER1ST FLOOR5' - 0"7' - 0"1-3/4"WOODC 205GARAGE1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 206GARAGE1ST FLOOR16' - 2"7' - 10"WOODE 207PANTRY1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 208DINING1ST FLOOR12' - 10"7' - 0"ALUMINUM CLAD WOODTEMPEREDF4 LEAF ACCORDION DOOR 209LIVING1ST FLOOR12' - 10"7' - 0"ALUMINUM CLAD WOODTEMPEREDF4 LEAF ACCORDION DOOR 210OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD 211OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD 212OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD 213MASTER BEDROOM1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 214BED 21ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 215BATH 21ST FLOOR2' - 8"7' - 0"1-3/4"WOODA 216BED 21ST FLOOR5' - 10"7' - 0"1-3/4"WOODC PROPOSED WINDOW SCHEDULE NOLOCATION FLOOR SIZE MATL FIRE RATING TYPE FRAME MATL GLAZING NOTEWIDTHHEIGHTSILL HEIGHT AADU STUDIO BASEMENT 2' - 8"9' - 0"0' - 0"ALUMINUM CLAD WOOD L BADU BED BASEMENT 2' - 8"9' - 0"0' - 0"ALUMINUM CLAD WOOD L DBED 3 BASEMENT 3' - 0"9' - 0"0' - 0"ALUMINUM CLAD WOOD L EPANTRY 1ST FLOOR 4' - 0"3' - 0"3' - 6"ALUMINUM CLAD WOOD A REPLACE (E) WINDOW IN KIND FKITCHEN 1ST FLOOR 7' - 6"3' - 8"2' - 11"ALUMINUM CLAD WOOD B REPLACE (E) WINDOW IN KIND GATRIUM 1ST FLOOR 3' - 5"8' - 1"2' - 5"ALUMINUM CLAD WOOD G HATRIUM 1ST FLOOR 12' - 0"4' - 6"2' - 5"ALUMINUM CLAD WOOD E IBED 2 1ST FLOOR 3' - 5"10' - 5"2' - 5"ALUMINUM CLAD WOOD F JMASTER BATH 1ST FLOOR 6' - 0"3' - 0"3' - 9"ALUMINUM CLAD WOOD J REPLACE (E) WINDOW IN KIND KMASTER BED 1ST FLOOR 2' - 8"5' - 1"2' - 6"ALUMINUM CLAD WOOD I LMASTER BED 1ST FLOOR 2' - 8"7' - 9"2' - 6"ALUMINUM CLAD WOOD H MMASTER CLOSET 1ST FLOOR 8' - 0"1' - 6"6' - 6"ALUMINUM CLAD WOOD K NKITCHEN 1ST FLOOR 7' - 6"3' - 7"7' - 0"ALUMINUM CLAD WOOD D ODINING 1ST FLOOR 12' - 10"4' - 10"7' - 0"ALUMINUM CLAD WOOD C PBED 2 T.O. ROOF 12' - 0"3' - 6"ALUMINUM CLAD WOOD SKYLIGHT QBATH 2 T.O. ROOF 3' - 6"5' - 0"ALUMINUM CLAD WOOD SKYLIGHT RMASTER BED T.O. ROOF 15' - 0"3' - 6"ALUMINUM CLAD WOOD SKYLIGHT SFOYER T.O. ROOF 5' - 0"10' - 0"ALUMINUM CLAD WOOD SKYLIGHT DOOR SCHEDULEWINDOW SCHEDULE DOOR SCHEDULE NOTEWINDOW SCHEDULE NOTE 1. 2. 3. 4. 5. PROVIDE DUAL INSULATION GLAZING FOR NEW DOORS PROVIDE TEMPERED GLAZING PANELS FOR ALL DOORS WITH GLAZING BELOW 18" AFF. VERIFY ROUGH OPENING FOR ALL (E) OPENINGS INTERIOR DOORS: PROVIDE PAINT GRADE SOLID CORE WOOD DOORS. BASIS OF DESIGN: MARVIN SIGNATURE ULTIMATE 1. 2. 3. 4. 5. SEE ELEVATION FOR WINDOW SWING AND SLIDING DIRECTIONS. BEDROOM EMERGENCY EXIT & RESCUE WINDOW SHALL HAVE A NET CLEAR OPENING HEIGHT OF 24 INCHES MINIMUM AND NET CLEAR OPENING WIDTH OF 20 INCHES MINIMUM. BOTTOM OF OPENING SHALL NOT BE GREATER THAN 44 INCHES AFF. PROVIDE DUAL INSULATED GLAZING FOR NEW WINDOWS. PROVIDE TEMPERED GLAZING PANELS FOR ALL WINDOWS WITH GLAZING BELOW 18 INCHES AFF. BASIS OF DESIGN: MARVIN SIGNATURE ULTIMATE WINDOW SYSTEM. 1 1 1 1 1SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A6.1RENDERINGS & FINISH MATERIALS S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSFRONT FACADE VIEW LOWER PATIO VIEW REAR LAWN VIEW LOW STREET VIEW FAUX WOOD FIBER CEMENT WALL SIDING W/ VERTICAL GRAIN (BASIS OF DESIGN: NICHIHIA VINTAGEWOOD SERIES - CEDAR OR SIMILAR) METAL CLAD WOOD DOOR AND WINDOW SYSTEMS. BLACK ANODIZED EXTERIOR SMOOTH COAT WHITE STUCCO BLACK STANDING SEAM METAL ROOF (BASIS OF DESIGN: BERRIDGE - CEE- LOCK PANEL - MATTE BLACK OR SIMILAR) FIBER CEMENT WALL PANELS (BASIS OF DESIGN: AFC BLAST - BLAST GRANITE 020 OR SIMILAR) 3 CONCRETE PATH WALKWAY CONCRETE PAVERS AND AGGREGATE 3 3 3 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A6.2DESIGN UPDATES S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSORIGINAL FRONT FACADE VIEW ORIGINAL LOWER PATIO VIEW ORIGINAL REAR VIEW REVISED FRONT FACADE VIEW REVISED LOWER PATIO VIEW REVISED REAR VIEW OUTDOOR SCONCE: DALS 24" SLIM WALL MOUNT OR SIMILAR EXTENDED EAVE AND RAKE BY 8" INCLUDING 8" GUTTER ADDITION OF 3' - 0" FRONT ENTRY OVERHANG FOR WEATHER PROTECTION. INSPIRATION FOR METAL BLADE MATCHES BAY WINDOW & GARAGE ADDRESS SIGNAGE. REMOVED TRIANGULAR GARAGE ENTRY PANEL FIBER CEMENT PANEL MASS FOR FIRST FLOOR DEPTH SCONCE SELECTED WINDOW SIZE REDUCTION FOR PRIVACY CONCERNS 3 FIBER CEMENT FAUX WOOD FOR DURABILITY & TO AVOID SUN DAMAGE EDCBA APPROX. HEIGHT DIFFERENCE59' - 11"248' - 3" APPROXIMATE 1821 CASTENADA DR. P.L.P.L.P.L. 266' - 1"100' - 0" 1 STORY SINGLE FAMILY 1826 LOYOLA DR. 2 STORY SINGLE FAMILY VIEWS OF ( E ) T R E E S LIMITED VI SI BI LI T Y T H R O U G H ( E ) T R E E S NO VIEWS O F H O U S E -6.20-50.10-69.27-70.20 228' APPROX.180' APPROX.160' APPROX.155' APPROX.-5.65226' APPROX.220' APPROX.-12.13 1821 CASTENADA DR. 1817 CASTENADA DR. 1825 CASTENADA DR. 1830 LOYOLA DR. 1822 LOYOLA DR. 1826 LOYOLA DR. 1 A6.3 A B C PROJECT TITLE RENOVATION FOR THE SWEN RESIDENCE 1826 LOYOLA DRIVE, BURLINGAME, CA 94010 A6.3 NEIGHBORHOOD CONTEXT - CASTENADA DRIVE SHEET 3/32" = 1'-0" 1WEST SECTION LIGHT DIAGRAM 1/64" = 1'-0" 2SAN MATEO COUNTY TOPOGRAPHY MAP 40'-0"+ TREES IN ADJACENT PROPERTY DISRUPT SIGHT LINES TO REAR OF PROJECT NEW 42" FENCE NEW LANDSCAPING VIEW B VIEW A VIEW C VIEW A VIEW B VIEW C SUBJECT PROPERTY ROOF 3 SHEET 650 5TH STREET, SUITE 311 SAN FRANCISCO, CA 94107 415 - 816 - 5885 REVISIONDATESPROJECT TITLEPROJECT NUMBER DRAWN BY CHECKED BY 1206/22/23311/22/23A6.4NEIGHBORHOOD CONTEXT - LOYOLA DRIVE S.G./D.L. D.P. 2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS1834 LOYOLA STREET ELEVATION1830 LOYOLA STREET ELEVATION 1822 LOYOLA STREET ELEVATION 1818 LOYOLA STREET ELEVATION1826 LOYOLA STREET ELEVATION VIEW FROM SUBJECT TO NEIGHBOR @ 1830 LOYOLA 3 VIEW FROM SUBJECT TO NEIGHBOR @ 1822 LOYOLA