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HomeMy WebLinkAbout12 Valdivia Ct - PlansCITY OF BURLINGAME BURLINGAME City Hall — 501 Primrose Road Burlingame, California 94010-3997 June 21, 2019 Audrey Tse InSite Design 1534 Plaza Ln. #318 Burlingame, CA 94010 Re: 12 Valdivia Court Dear Audrey COMMUNITY DEVELOPMENT DEPARTMENT Planning Division PH: (650) 558-7250 FAX: (650) 696-3790 Since there was no appeal to or suspension by the City Council, the June 10, 2019, Planning Commission approval of your application for Design Review and Hillside Area Construction Permit became effective June 21, 2019, This application was for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single-family dwelling at 12 Valdivia Court, zoned R-1. The June 10, 2019, minutes of the Planning Commission state your application was approved with the following conditions: that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 14, 2019, sheets A1.0 - A4.0; 2. 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 (FYI or amendment to be determined by Planning staff); 3. that any changes to the size or envelope of the first or second floors. or garage which would include adding or enlarging a dormer (s), shall require an amendment to this permit, 4. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; that demolition or 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, 5. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission. or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required, the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; _t Register online to receive City of Burlingame e-mail updates at www.burlingame.org June 21, 2019 12 Valdivia Court Page 2 6. that all air ducts, plumbing vents, and flies 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; 7. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 8. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 9. 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 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; 10. 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 1'. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been build according to the approved Planning and Building plans. Sincerely, Kevin Gardiner Community Development Director C. Douglas Solomon and Lauri Pasch, property owners 12 Valdivia Court Burlingame, CA 94010 Chief Deputy Valuation, Assessor's Office (LOT 38 BLOCK 19 RAY PARK RSM 23/45 46 47 48; APN: 025-182-200) File :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org vC SOLOMON RESIDENCE 12 VALDIVIA COURT BURLINGAME, CA ABBREVIATIONS S "I NGI.F B Q AT CENTERLINE DR DIAMETER POUND OR NUMBER 1 PERPEN➢1CULAR ALOUS. ACOUSTICFL P.C. AIR CCNDITION AA—AnA CENT ADJUST. ADJUSTABLE AGGR. AGGREGATE ALUM ANT. ALUMINUM ALTERNATE MOUNT A., ACCESS PANEL APPRDX. APPROXIMATE ARCM ARCHITECT(URAL) ASPK ASPHALT AS A UT AUTOMATIC BM BD. BOARD BITUM. BITUMINOUS R. BUILDING B.K. BLOCK BBLLKO gEaKING EDT. BOTTOM BOG. B.T.U. BEARING BRITISH THERMAL UNIT C. OURIC CA.C. CALIFGRNIA ACCESS CODE CAM. CAR. LEMEM CERAMIC L.F.M. CUBIC FEET PER MINUTE C1. CAST IRON CLG. CLOS. CEILING CLOSET CUR. C EAR CNTR COUNTER C.O. CASED OPENING CUNF. CONFERENCE EDL. COLUMN CONC CONCRETE Co"` WNNECTION CM TR, CONSTRUCTION CONT. CONTINUOUS CUR. IDRRIDOR C.MA. CONCRETE MASONRY UNIT CTSK. COUNTERSUNK CTR. C.V. CENTER COLD WATER DBL DOUBLE DEFT. DEPARTMENT DET. RETAIL MEIR. DIAL. DOUGLAS FIR DIAGONAL DIAM DIAMETER DIM. DINENSION MR. IDRECTOR DISP. DISPENSER DK DOWN DR. DV. DDIN DISHWASHER TWO DWR. DRAWING ➢RAWER E. ENTRY E. E.J. EACH EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMER. EMERGENCY ENCL. ENTR. ENCLOSURE ENTRANCC E.P. ELECTRICAL PANCLBDARD E0, EOUAL EOPT. E.V.C. EDUPM IENT ELECTRIC WATER COOLER EXIST. EXISTING LEI EXISTING EXCAV. EXCAVATE EXP. ExvANS10N E%P0. EXT. E%POSE➢ EXTERIOR FA FIRE ALARM E.O. FLOOR DRAIN FILM FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CAB. FH.C. FIRE HOSE CABINET FIN. FINISH FI%T. FIMURE FL. FLASH FLOOR FLASHING FLUOR. FLUORESCENT F.O. FACE OF FAO. FACE OF CONCRETE FZF. F.OK FACE OF FINISH FACE OF MASONRY F.OS. FACE OF STUDS FARF. FIREPROOF FT. FOOT, FEET i11RR. FURRING GA GAUGE DAL. GALLON GALV. GALVANIZED GAR. GARAGE G.D. GRAB BAR GEM. O1. GENERAL GALVANIZED IRON W. GLASS GND GROUND GR. GRA➢E GYP. GYPSUM N. HOSE BIBS KC. HOLLOW CORE MDR. HEADER NO D. HARDWOOD H➢WE. HARDWARE HOT. N.A. ET HD LOW METAL NORM HGRIZONTAL —'OUR KV.AC. HEATING. VENTILATING AND CONDITIONING H.W. AIIR HOT TER I.D. INSI➢E DIAMETER NCH INCL. INCLUDING IN INSULATION INT.T. INTERIOR JAM. JANITOR JET. JOIST JT, JWNT KIT. KITCHEN LAB. LABORATORY LAN LAMINATE LAW. LAVA Y LB. POUMD L.F. LINEAR FEET LKR. LOCKER LT. LIGHT MAT MATERIAL NAS. MASONRY MAX. MAXIMUM ECM. MECHANICAL HAD. MEDICINE, HE➢ICAL MEMBR. MEMBRANE ME CH EXISTING MET. METAL HIM. MANUFACTURER MN MANHOLE MIN MINIMUM MIA. MIRROR MIS[. MISCEL—OUS MA MASONRY OPENING .D. MOUNTED MW, MULLIGN NN. NDRT TUNRAL N.L.. NAC. NOTE CONTRACT NO, M MINTER HER NOMINAL NET TO SCALE INSCALE<N> NEV O.A. OVERALL ORS. G.. OBSCURE ON CENTER OD. OUTSIDE DIAMETER OFF OFFICE DPNO GAP. OPENING OPPOSITE O%. OXYGEN OZ. OUNCE PLAN PLASTIC LAMINATE PLAST. PLASTER PLYWC PLYWOOD PT. P.T.D POINT PAPER TOWEL DISPENSER P.T.D/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN. P.I.R. PVMT. PARTITION PAPER TOWEL RECEPTACLE PAVEMENT F. RISER RAD R.D. RADIUS ROOF MAIN PLOWS. REDWOOD FEE. REFERENCE BEER. REFERIGERATOR RES REGISTER REAR, REINFORCED REOD. RE IL. REOUIRED RESILIENT REV. REVISED, REVISION AN. R.C. R.. ROUGH OPENING (RI REMOVE SAD, SEE ARCHITECTURAL DOCUHEIRS St" SHELF AND HANGING ROD S.C. SOLID CORE SCHER SCHEDULE SIR SECT. SOAP DISPENSER SECTION SE.➢, SEE ELECTRICAL DOCUMENTS SF. SWARE FEET ENT. SHEET SIN. S.N.D. SIMILAR SEE MECHANICAL DOCUMENTS S.NO SANITARY NAPKIN DISPENSER S.NA: SANITARY NAPKIN RECEPTACLE SPL SEE PLUMBING DOCUMENTS SPEC. SPECIFICATION SPKLR. SPRINKLER SPNR. SPEAKER S0. BID. SWARE SEE STRUCTURAL DMUMENTE S.SK. SERVICE SINK S.STL. STAINLESS STEEL STA, STATION STD. TAN—. STL. STEEL SIDE, STRL. STORAGE STRUCTURAL SUSP. SUSPENDED SYK SYST, SYMMETRICAL SYSTEM T.H. TREAH TDVEL BAR T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED, TEMPORARY TER. TLNR.n. T.% O TONGUE AND GROOVE T., INREs. THICK THRESHOLD TUC. TOILET T.O.C. TOP OF CONCRETE T.P.D TDILET PAPER DISPENSER TYP. TYPICAL UNFIN, UNFINISHED UZ UNLESS OTHERWISE NOTED UR. URINAL UT1L. UTILITY VOLT VERY, VERTICAL VEST, VESTIBJLE ERIFY VERIFY V.G. VERTICAL GRAIN VOL VOLUME V/ WITH V.C. WATER CLOSET WD. WOoO VH WATER HEATER W/O WITHOUT WP. VR. WATERPROOF WATER RESISTANT WT. WEIGHT Y. YAR➢ CONSTRUCTION HOURS NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING). DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OR URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD OF 3 DAYS. NO WORK ON SUNDAYS OR HOLIDAYS. HOLIDAYS ARE THE 1ST DAY OF JANUARY, 3RD MONDAY OF FEBRUARY, LAST MONDAY OF MAY, 4TH DAY OF JULY, 1ST MONDAY OF SEPTEMBER, 11TH DAY OF NOVEMBER, 4TH THURSDAY OF NOVEMBER, OR 25TH DAY OF DECEMBER. IF 1ST DAY OF JANUARY 4TH DAY OF JULY, 11TH DAY OF NOVEMBER OR25TH DAY OF DECEMBER FALLS UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. CONSTRUCTION HOURS - MONDAY - FRIDAY: B:OOAM - TOOPM SATURDAYS: ROOAM-6:OOPM PROJECT DATA LOCATION: 12 VALDIVIA CT. BURLINGAME, CA ASSESSOR'S PARCEL #: 025-182-200 ZONING DISTRICT: R-1 LOT SIZE: 12,073 SF ALLOWABLE FAR FOR THE HOUSE:.32 X 12,073 SF 1100 SF = 4,963 SF EXISTING FAR HOUSE: HOUSE = 1,963 SF GARAGE= 402 SF TOTAL EXISTING FAR HOUSE: 2,365 SF PROPOSED ADDITION -1ST FLOOR = 341 SF PROPOSED ADDITION -2ND FLOOR = 1;316 SF PROPOSED ADDITION -GARAGE = 91 SF TOTAL PROPOSED ADDITION = 1,748 SF PROPOSED FAR HOUSE: (E) HOUSE = 1,963 SF 1ST AND 2ND FLOOR ADDITION = 1,657 SF (E) GARAGE = 402 SF GARAGE ADDITION = 91 SF 4,113 SF LOT COVERAGE INFORMATION ALLOWABLE LOT COVERAGE -.40 X 12,073 = 4,829 SF (E) LOT COVERAGE: 1.963 SF+ 402 SF (GAR) + 165 SF (PORCH) = 2,530SF COVERAGE - 2,304 SF +493 SF (GARAGE) + 48 (PORCH) JER 30" ABOVE GRADE = 3,196 SF FOP DUPLEX OUTLET, DED INDICATES DEDICATED CIRCUIT 220 INDICATES 220V QUTIL 4 INDICATES 4 WAY SWITCH W.P, INDICATES WEATHER- ROOF A TELEPHONE OUTLET INr SWITCH3 & 4 INDICATES 3 OR 4 WAY SWITCH, HE INDICATES HIGH EFFICACY D INDICATES DIMMER SWITCH, F INDICATES FLUORESCENT, 0 INDICATES OCCUPANCY SENSOR, L INDICATES LED LIGHTING, (D SMOKE DETECTOR, HARDWIRED ® CARBON MONOXIDE/SMOKE DETECTOR, HARD -WIRED © GAS LINE OJ J—BOX E) SPEAKER O DOWNUGHT, D.P. INDICATES DAMP—PROOF CEILING MOUNTED PENDANT K% WALL SCONCE, H,E. INDICATES HIGH EFFICACY, M.D INDICATES MOTION DETECTOR, W.P. INDICATES WEATHER—PROOF q WALL -WASHER — UNDERCABINET TASK, FLUORESCENT TASKUGHT — STRIP LIGHTING ® EXHAUST FAN, LIGHT COMBINATION 0 CABLE OUTLET R DENOTES EXISTING TO BE RELOCATED E DENOTES EXISTING TO REMAIN NEW PARTITIONS D� NEW PARTIAL HEIGHT PARTITIONS EXISTING PARTITIONS TO BE DEMOLISHED o EXISTING PARTITIONS TO REMAIN DRAWING INDEX A1.0 TITLE SHEET AND NEIGHBORHOOD PHOTOS BH-1 SURVEY A1.1 SITE PLAN AND LANDSCAPE PLAN A1.2 CONSTRUCTION BEST MANAGEMENT PRACTICES A2.0 EXISTING/DEMO PLAN A2.1A CONSTRUCTION PLAN -1ST FLOOR A2.1B CONSTRUCTION PLAN-2ND FLOOR A2.3 EXISTING ROOF PLAN A2.4 PROPOSED ROOF PLAN A4.0 EXISTING AND PROPOSED FRONT ELEVATIONS A4.1 EXISTING AND PROPOSED REAR ELEVATIONS A4.2 EXISTING AND PROPOSED LEFT SIDE ELEVATIONS, SECTION A4.3 EXISTING AND PROPOSED RIGHT SIDE ELEVATIONS PROJECT DESCRIPTION PROJECT DIRECTORY CUENIT/OWNER: DOUG SOLOMON 12 VALDIVA CT. BURLINGAME, CA DESIGNER: InSl16 1534 PLAZA LN. #318 BURLINGAME, CA 94010 PHONE: (660) 235-9566, FAX: (650) 235-9595 CONTACT: AUDREY TSE OR LAUREN LEE LOCATION MAP i GENERAL SYMBOLS I CODE DATA c' o° �12 Valdivia Court G4 DETAIL NUMBER CUT OR WINDOW OF DETAIL SHEET DETAIL IS DRAWN ON DETAIL REFERENCE: �IECTIONMBER F CUT ON IS DRAWN ON SECTION REFE,R'''{{ENNCE��E DIRECTION AND LETTER OF ELEVATION <\[/�/ SHEET ELEVATIONS ARE DRAWN ON INTERIOR ELEVATIONS DOOR AND WINDOW NUMBER / SEE DOOR AND WINDOW SCHEDULE FOR ADDITIONAL / INFORMATION DOOR NUMBER INFORMATION WITHIN HAS BEEN REVISED. SEE TITLE BLOCK FOR REVISION NUMBER DATE REVISION PHOTOS THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, ORDINANCES, RULES AND REGULATIONS: 2016 CALIFORNIA BUILDING CODE FOR NEW BUILDINGS AND STRUCTURES 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ALL OTHER STATE, MUNICIPAL & LOCAL ORDINANCES, CODES, RULES & REGULATIONS, AS APPLICABLE NOTES 1. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYT ISSUED FOR THESE PLANS MAYND SCOPE OF THE BILDING REQUIRE FURTHER AYTHER CTY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION. 2. A GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 4 VALDIVIA CT. 8 VALDIVIA CT. 12 VALDIVIA CT. - PROJECT SITE 16 VALDIVIA CT. 20 VALUIVIA U 1. A B C E __ SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (6M 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 MAY 14 2919 CITY OF BURLINGAME CDD-PLANN;NG DIV, SHEET TITLE TITLE SHEET NEIGHBORHOOD PHOTOS PROJECT #: 2018—D DRAWN BY: ILL DATE: 12/14/18 SCALE: N/A DRAWING NUMBER A1.0 23%dO LANDS OF LEMB1 DOC NO. 2013-157199 ` AS.oC 42.W 1&3o N181WOO"E"E FOUND B' DIA. — IMPRESSED CIRCLE 99.74 p, LABELED "MONUMENT" CCRR PEPW42S 98 AND Ny�y A� �0• D?III 1.10' SG� Soo / lawjlg V A L D I V I A COURT (40'R/W) 0.O51 +--' DEFAIL BASL9 OF BEARING:, — — — — — —— -- — — — _ _ —— — — — — — — -----N183T07-C R8/.80 f11.0 FOUNDOUND PER iB LLB 96 + 100.00 FOUND NAG NAIL 12.01 .p1 I VI 0 II E r-- I(0.14' 10.1611x I IK AK 99.88 / All EAVE EL. 106.8! GARAGE EME EL- 115.43 I ADJACENT NOISE \ wIRA¢ R8)fL EL_119.� Sr RB%7E EL- 113.73 I L 0 T 3 9 I I / / / \ I / / A N D S \ — — — — — — — — — — — 4 — — — — — — — T9M T 6 rQ9e. e1 k 9.18G SCRIBED CRO55 } 95-86 FOUND PER 19 US 98 Ni8i O'00'E 70.07' 7n nn a>�_ — — 700D' — — — I — — —. EAVE EL, 108.2! 9� 7 I MN NG GARA¢_ I I I I 40 ffe-Q ° E1MSIMiG HOUSE RIDGE EL- 112.0!_ ."4gm'- T aTtb 9 N I I --I Y S.B.L. 6K �^c. ID I �oQ i N I I 7' S.B.L j� xq9 I LOT 38 I� /� a AREA = 12.073 SQ. FT. / = 0.28 ACRES � / oRADE - 4 I N mPo�i e� C R E E K + +''A IO I _I 10' DRAINAGE EASEMENT PER — 15'.L 2,T MAPS 47 70.92, I F 5 I S T S2773'30'W F R S 0 M E R C y L 0 T 3 7 GRAPHIC SCALE 10 0 5 10 20 10 ( IN FEET ) I MCH - 10 FT. ( AVERAGE BUILDING SETBACKS ADDRESS SETBACK y4 d6 14.9' 012 (SITE) 14 9' TOTAL- 44.5' AVE. FRONT SETBACK- 14.8' BASS OF ELEVATIONS ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. TBM: SET SCRIBED CROSS IN CONC SIDEWALK AS SHOWN ELEVATION - 98.87 BASIS OF BEARINGS THE CALCULATED BEARING 111B'17'07"E BETWEEN TWO FOND RECORD POINTS AS SHOWN ON THAT CERTAIN RECORD OF SURVEY, 19 LLS 98 WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY, Ilk FOUND BRASS TAG AND NAIL (RCE 201858) PER 19 LLS 98 AND CORNER RECORD 82642 + FOUND CHISELED CROSS PER 19 LLS 98 @ CR /2642 O RECORD DATA PER 19 ILLS 98 CONC CONCRETE FF FINISHED FLOOR CRD GROUND TBC TOP BACK GF CURB WM WATER METER BOX L O 7 3 6 / \ I �!� LARD SGB �f / f WpYNE NAAS 4t LS 7701 II/(v/ wP, I2-31-18 '1 �ItF OF CAO HOUSE LOCATION SURVEY WITH SPOT ELEVATIONS LOT 38, BLOCK 19 "RAY PARK" VOLUME 23 OF MAPS AT PAGE 47 ASSESSOR'S PARCEL NUMBER: 025-182-200 (12 VALDIVIA COURT) BURLINGAME SAN MATEO COUNTY CAUFORNIA SCALE: 1' = 10' SEPTEMBER, 2018 B S H SURVEYING, INC. PROFESSIONAL LAND SURVEYING 901 WALTERMIRE ST. BELMONT, CA 94002 OFFICE (650) 637-15M FAX (950) 637-1059 .vrurvwa. j BLOCK DIAGRAM AOCRE88 •vAiorvu cr. BETBACN «-na• evxomA cr. .r-,ra 12 VAU2MA4T. .A 1M1iP IB VAIDMACT. .l.lY-0' aovAlnmAcr. .Ana 21 VACMACI'. H.1T-0• I VIACT.. H-ATV eVALDNMCT. .A 26'-0' e VAIUNNCT. .A1v0 TOTAL N-Ilo AVCRAO! BTONr eeTescK oP THe e�ocic rs m..p TREE PROTECTION DETAIL .:0 rna.Wq '°" or�w.�.ne.un.mi. . srx.mm-ira+umnb. m,pw.r.i.o.n..aapopmry. wxW.w� .q W+'p+m bn -cl.r Npwunt. a..ruiym.r ilm.ywam sw oN.. r�r.'u.�wwMwinasaw a ��a••.n< a k+.N anein m on a.m ®s..m.rt.ma m �mv TREE PROTECTION PARKS NOTES — OT NO TREES WILL BE REMOVED O EXISTING LANDSCAPE WILL REMAIN IN AREAS NOT AFFECTED BY THE ADDITION. IN AREAS OF WORK, THE LANDSCAPE WILL BE REHABILITATED. PUBLIC WORKS NOTES — O3 NEW DRIVEWAY CURB CUT INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATIONS, NO WORK AT DRIVEWAY OR GUTTER. IF NEW 4• SEWER LATERAL OR FIRE LINES ARE REQUIRED WITHIN CITY RIGHT OF WAY. INSTALLATION TO BE PER CITY STANDARD PROCEDURES AND SPECIFICATION. ® DIRECTION OF STORM WATER RUN—OFF TO FLOW BY NATURAL GRAVITY TOWARDS BACKYARD AND AWAY FROM ADJACENT PROPERTES. O PROPERTY OWNER IMPROVEMENTS THAT ARE CONSTRUCTED WITHIN 25' OF THE CREEKS TOP OF BANK SK 1 STABILIZE THE SURROUNDING AREA TO PREVENT EROSION DUE TO STORMWATER DISCHARGE FROM THE IMPROVEMENTS. IN ADDITION. VEGETATION THAT MAY IMPACT THE CREEK MUST BE REMOVED AND REPLACED WITH STABIUZED MATERIAL IMPERVIOUS SURFACE AREA E AREA SOFT N AREA SOFT CHANGE SOFT FRONT PORCH 165 SOFT ADDITION AT PORCH (OVER PORCH) 165 SOFT 0 SOFT GARAGE ADDITION (OVER LANDSCAPE) 35 SOFT 35 SQFT FRONT WALKWAY 104 SQFT 132 SOFT 28 SOFT REAR PATIO 636 SOFT REARADDITION (OVER PATIO/PLANTS) 315SOFT REAR DECK (OVER PATIO/PLANTS) 351 SOFT 30 SOFT TOTAL ADDITION OF IMPERVIOUS SURFACE 93SQFT<2500SOFT 8 VAIM CT SITE/LANDSCAPE PLAN VALDIVIA COURT � � SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA inSlte architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE SITE/LANDSCAPE PLAN PROJECT #:2018—D DRAWN BY: LL DATE: 12/17/18 SCALE: 1 /8"=11-0" DRAWING NUMBER A1.1 SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when min is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when min is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthmoving ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: Unusual soil conditions, discoloration, or odor. Abandoned underground tanks. Abandoned wells Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & AsphalttConcrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal r- i Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or nibutyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering ❑ Discharges of groundwater or captured runoff from dewatering operations most be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. if discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert nmon water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 650 235-9566 tel. 6503 235-9569 fox DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES PROJECT #: 2018—D DRAWN BY: LL DATE: 2/11/19 SCALE: N/A DRAWING NUMBER A1.2 GENERAL SHEET NOTES Oj ALL RUBBISH AND DEMOLITION TO BE HAULED OFF SITE. O CEASE OPERATIONS AND NOTIFY THE OWNER COMPLY WITH LOCAL WASTE MANAGEMENT PROGRAMS. IMMEDIATELY IF SAFETY OF THE STRUCTURE APPEARS PERFORM DEMOLITION IN ACCORDANCE PATH TO BE ENDANGERED. TAKE PRECAUTIONS TO APPLICABLE AUTHORITIES HAVING JURISDICTION. PROPERLY SUPPORT STRUCTURE. DO NOT RESUME O REMOVE EXISTING WINDOWS AS APPLICABLE AND PREPARE OPERATIONS UNTIL SAFETY IS RESTORED. FOR INSTALLATION OF NEW WINDOWS. MODIFY OPENINGS TO ACCOMMODATE NEW ROUGH OPENINGS AS REQUIRED. 10 ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTIUTY SERVICES WITHIN AREAS OF 03 DEMOUSH EXISTING WHERE SHOWN DASHED. DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE ® PATCH AND PAINT EXTERIOR TO MATCH (E) AT (N) WINDOWS EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN AND REPLACEMENT WINDOWS APPROVAL BEFORE STARTING WORK. OPROTECT ALL CONSTRUCTION TO REMAIN FROM 11 PLACE MARKERS TO INDICATE LOCATION OF DEMOLITION CREW. DISCONNECTED SERVICES, IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD © PROTECT ALL EXISTING FINISHES AND ITEMS TO DOCUMENTS.REMAIN, WHERE CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. 12 EXCEPT WHERE NOTED OTHERWISE, MAINTAIN THE CONTRACTOR SHALL REPAIR, PATCH, REFINISH, OR POSSESSION OF MATERIALS BEING DEMOLISHED. REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING IMMEDIATELY REMOVE FROM SITE. AT NO CHARGE TO THE OWNER. 13 DEMOLISH IN A ORDERLY AND CAREFUL MANNER 07 ELECTRICIAN TO CAP AND PROVIDE COVER PLATE AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING FOR ALL ELECTRICAL ITEMS TO BE REMOVED. THAT REQUIRED FOR CONNECTION TO THE EXISTING CONSULT OWNER ON COLOR OF PLATE. BUILDING. PROTECT THE EXISTING FOUNDATIONS AND 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION NOTIFY DESIGNER OF ALL DISCREPANCIES BEFORE IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. PROCEEDING WITH WORK, iy CONTRACTOR TO CAP ALL UNUSED PLUMBING AS MOVEMENT OR SETTLEMENT OF REQUIRED TO PREVENT LEAKAGE. RETROFIT EXISTING ®PREVENT STRUCTURES. PROVIDE AND PLACE BRACING OR AS REQUIRED FOR CONNECTION OF NEW PLUMBING SHORING AND BE RESPONSIBLE FOR SAFETY AND FIXTURES. SUPPORT OF STRUCTURE, ASSUME LIABILITY FOR SUCH 15 REMOVE WALKWAY MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 16 REMOVE PLANTING AREA I I I I I t6 UP I uP I -I-4 L --U a MPH I----------- II -------- 1s �--------11—I— v I v DINING LIVING ROOM j FAMILY ROOM I I I n I I i II I I— I I I J L---------- J qqcc� — C --- �^ `II II ♦♦ I —I + ---- oYt:N. u7—JI ♦> i ENTRY KITCHEN � —n III I I I L— I I i� C I I I IL L, I ow II I T-----i I L—i—__�_ -- II I 1 I H GARAGE I L_---�--- MASTER SUITE I WIC I I I I I I L�2 L---- ' I II JL— II ' I BEDROOM #1 COVERED PORCH up BEDROOM #2 11 � II I II I I/ \I � I I I I I TH SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 �650� 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE EXISTING/DEMOLITION PLAN PROJECT #:2018—D DRAWN BY: LL DATE: 12/ 12/ 18 SCALE: 1 /4"=1 ' —0" DRAWING NUMBER A2.0 EXISTING FLOOR PLAN O DOOR AND WINDOW SCHEDULE DOOR AND WINDOW SCHEDULE DOOR AND WINDOW SCHEDULE KEY DOOR WINDOW TRIM HAROwARE NOTES/ SILL HT. REMARKS KEY DOOR WINDOW TRIM HARDWARE NOTES/ SILL HI'. REMARKS KEY SIZE DOOR WINDOW TRIM HARDWARE NOTES/ SILL HT. REMARKS SIZE (v.p DESCRIPTION TYPE FINISH MAIL TYPE FINISH SIZE p.x) DESCRIPTION TYPE FINISH MAIL TYPE FINISH p.x) DESCRIPTION TYPE FINISH MAT. TYPE FINISH 1 '0" X 7'0" S.C. A WD WD .P. ENTRY LOCKSET ENTRY DOOR WITH SIDELITES 1 2'8" % 6'8" S.C. A PASSAGE SINGLE LITE W LAMNATED G1A55 1 2'6° X 2'0" AL D L 60" SILL Hf 2 2'0" X 6$" S.C. A WO WD .P. PASSAGE 3 2'8" % 6'8" S.C. A PASSAGE SINGLE LITE W LAMNATED GLASS 6 2'6" X 2-0" AL WD L WD WD WD 60" SILL HT S 4 X 68 _ _ _ S.C. C W W .p. PKY DR W L 214" X 6'8" S.C, A PRIVACY SINGLE LITE W WANATED GLASS 63 3'8" X iG' AL'WO WD WO WD p 60 SILL FR 4 'B" X 6'8" S.C. A WO WD .P. PASSAGE 3 6'0" % 7'0" AL WD D WD WD WO S.P. LOCKSET 4 '6" X 4'0" AL WD H WD WD WD .p. I 5 10" X 6'8" S.C. A wD WD .P. PASSAGE 35 0"X 3'6' AL O G WD WD WD S.P. 42' SILL HT DOOR TYPE AND WINDOW ELEVATIONS ABBREVIATIONS 6 '4" X 6'S' S.C. B WO WD S.P.__ DUMMY SET 36 5'0"% 4'0' G WD WD WD 36" SILL Hi _ 7_ 8 -'8 X 6 8 S.C. A _ B . PRIVACY 4 X 4'0- F S.P. 3 'I F K R \ \ S.C. SOLID CORE H.C. HOLLOW CORE NT -/\S.W. STAINES.P. SATIN D OOD WD WOOD L AL PLUMINUM '0" % 6'e" S.C. A WD WO .P, PASSAGE 38 'fi" X 40" AL WD H WD WD WD S.P. E45" SILL HT 9 8" X 6'8" S.C. A W _ S.P. PAS GE 39 '0" X 6'0" AL `WD T WD D WD S.P. 46" SILL HT ALIGN HEADER W OTHER 2ND FL WINDOW 10 '8" X 6'8" AL WD A LOCKS 40 2'6" X 52" AL D H WD WO WD S.P. E 28" SILL HT 11 '8" X 6'8" S.C. A WD WO S.P. PASSAGE 41 '6" X 40" AL H WD WD WD S.P. 4 " I HT 12 '4" % 6'8" S.C. C WO WD S.P. PKT OR HDWR 5" X 52" AL D I E 28" SILL HT E OPENING 13 '4" X 618" S.C. A WD WD S.P. PRIVACY E OPENING 43 'S" X 52" AL D F WD WD WD S.P. E 28" SILL HT E OPENING / \ \/\/ / \ / 14 14'0" X 7'0" Al WD E WD WO S.P. LOCKSET 44 4'0"X5.8.AL WD I WO WD WD S.P. 15 12'0" X TO" AL WD E WD WD _ S.P. JWD LOCKSEi 45 4'0"% 5'8" AL WD I WD D WD S.P. 10 '8" X 6'8" S C. 4 '0"%3'0"AL WO S.C. WD WD WD K 17 S.C. A WD WD S.P. D B LOCK FIRE RATED DOOR ON CLOSER 47 2'0" x 6'8" B W S.P. DUMMY SET 18 B x6 8S.C. C WD WD .P. R R SINGLE LRE W LAMNATED GLASS '0' % 4'0"r H wD WD WD19 '6" % 6'8" S.. A WD WO 4 5' " X 4'0" WD WD WD 3 SIL SHEET NOT 20 "X ' " S.C. WD WD S.P. N GARAGE DOOR 0 L .P60' SILL HT1 10 LINE OF DECLINING HEIGHT ENVELOPE \'1 FLOOR AREA OF 2ND FLOOR PENETRATION INTO DECLINING HEIGHT ENVELOPE = 8 SOFT NEW GAS FIREPLACE INSERT EXTERIOR BEARING WALLS LESS THAN 5' FROM PROPERTY LINE WILL BVE BUILT OF ONE -HOUR FIRE RATED CONSTRUCTION. 2016 CRC, TABLE R302.10) 05 HIGH EFFICACY EXTERIOR LIGHTING TO BE PROVIDED AT ALL EXTERIOR LANDINGS. B 6 8 S.C. AK 2'6" X 4'0"H WD WD WD 36" I Hi 22 '0" X 6'8" S,C. A P 5'0" X 4'0" WD WD WD P. " ' " X 6'R" S.C. A c 5_ " 4' " WD WD WD 3(_ SILL HT 4 '8" % 6'8" S.C. A P G 4 2'6" X 4'0'G WD WD WO5 '4" X 6'8" S.C. B DUMM SET '6" X 4'0"G WD WD WO P. 36' SIL 'B" X 6'8"S.C. A PA '0" X 4'0"I WD WD WD 36" SILL HT7 4 X y FTT '8 %fib 5 "X AL WD WD WD p 10'0" X 8'8" ' AL D WD WD WD 30 .8" X 6'81. 60 AL WD WD WD S.P. 4 " SILL HT SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (ISM 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE CONSTRUCTION PLAN 1ST FLOOR PROJECT #:2018—D DRAWN BY: ILL DATE: 1 /1 6/19 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A2.1 A CONSTRUCTION PLAN — 1ST FLOOR r— j-- N- B-------------NEu' I I �I I � I� I I r-------------------------- I I I I I I i i ------------- L----------- P-�o i � I I ------------------ I I SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [inSite] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 650 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE CONSTRUCTION PLAN 2ND FLOOR PROJECT #:2018—D DRAWN BY: LL DATE: 1/16/19 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A2.1 B CONSTRUCTION PLAN — 2ND FLOOR SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. BURLINGAME, CA (6M 235-9566 650 235-9569 #318 94010 tel. fax DESIGN REVIEW 12/21/18 HEET TITLE EXISTING ROOF PLAN PROJECT #:2018—D DRAWN BY: LL DATE: 9/6/18 SCALE: 1 /4"=1 '-0" DRAWING NUMBER A2.3 1 EXISTING ROOF PLAN PROPOSED ROOF PLAN 1„ •.1-C V ROOF EAVES WILL NOT PROJECT WITHIN TWO FEET OF PROPERTY LINE. 2016 CRC TABLE R302.1(1). EAVES TI IAT DO PROJECT WITHIN 2 FCET OF THE PROPERTY LINC ARE REQUIRED TO DE CONSTRUCTED OF ONE -HOUR FIRE -RESISTANCE RATED CONSTRUCTION. 2016 CRC R302.1(I) O HATCHED AREA INDICATES NEW ROOF FRAMING. 30 EXISTING ROOF AREAS TO REMAIN WILL RECIEVE NEW ROOFING MATERIAL. ® • - DOWNSPOUTS SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 650 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE PROPOSED ROOF PLAN PROJECT #:2018—D DRAWN BY: ILL DATE: 12/12/18 SCALE: 1 /4"=1 '-0" DRAWING NUMBER A2.4 `b N O,IMNEY TO BE BFAIGVED -:•IIII�111jI�I11�I�111�I�11111�111�I�I11�I�111�I�I1111�I11�I�I11�I�I11�I�I1111�I1111�I11�I�I1111�111L� IIIII%I�III�I�III�I�III�I�IIIq�Ili�1�111�1�111�1�111�1:��_ --liulnnnllrlumnnlrnulrlunto!nrnmmnlrnnunnlnnnrinnrlunrmntlun/IIIII/IIIIIr11111r111111IIIIIlIn11lIIIIIr111111IIIII(IIIII/IIIIIt11111r1111I1III�; ,, :niu.. anlnnnnnnnnnnnnnullnunlnnl/nnunulrinnnnnlnnlnunlnnllnmmmnnnrinlunulrmm�unrnmmimm�lrnulnunrnmrnmrmnrs=>,, <:n111rIIIII/IIIII!?.:^!IIIIIlIIIIIlllllitIIIII/IIIII!IIIII/III/IrIIIIlrlllllllllllllllllllllllllllllrIIIIIl11111l11111lIIIIIllllllrlllll/IIIII!IIIII/IIIII/IIIII!IIIII/IIIllrlllllllllllrlllg�'::i1t11t11ra:, , .-aSil111111111r11111rIIIII/IIIII•:-!'�IIIIItllllllllllll11111rI1gIr111IlrIIIIIIIIIIIl11111111111/IIIIIlIIIII/IIIIIr 1 IIlI11I11111 ! 1 1 ! 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'•ItH'••I ILIII8111UIELIIIBLIIIBIIIIIIIIIIIIIIIIIII/IlIIIILnulnnmm�llmnnmm�mnini illl�l\IIIII.IIIllrmn...n...... ilinlinnlYl�nI��11�Ir �I.IIIIIII __I l� � -HOC --- � -1 �� - �� I -I -- - - - - --- -- - - --- - -- - -. 11 === = =j== == === === == == ==_-- =__ =_ == __ :_ - -- _ =====----- --------- - - --- = = - =_ - =- = = -_ ---- _ - - -- ==-_ - ===- __- - __ _ - ===--=---- - -- -- - =-- =- _ --- - - - -- -- - 1 1 �==- _ _ ---- - _'==----------- - - - — 1 EXISTING FRONT ELEVATION G ELTGPPa E _ ------------------ _ - awurvxLFIN�eleonooa _ L _ _ _ -�,m FwoRravr�re 1 1 I 1 C>2.82' .l ISEc sur QV 1 - - - - _ iE15LAB 1 IE) GRADE I 1 iGP PLATE r----------------------------------------------------------����-----� 1 CISMINING HEIG,R ENVELOPE 1 1 1 1 1 1 1 1 1 1 1 1 —SE. nrnmo 1 1 1 8p ry�� 1 1 Cd.Po811E8NNDlE RDOP WU�MINw I —II VJUSIDINO CPNNTFD FABGABDARD BUP BIDING 1 I PANf WIMOWB I I I _ _—_ Jill 11111111 WWD—GE WON WITH LITER EUXONA➢L18TGNEGLAD BTAINE—II—I I- ALLULMINUM CI.ID '—SE P�E8mEE1f1E9E8mEE1f1E9 r IS' FL888 ABBIitO 2 PROPOSED FRONT ELEVATION J 17 1 1 1 1 1 EI L 1� • NOTES AND CALCULATIONS - REFER TO SURVEY FOR SPOT ELEVATIONS 1. TOP OF CURB - AVG. OF +98.87" AND +97.57' _ +98.35' O1 CALCULATION OF BUILDING PENETRATION INTO DECLINING HEIGHT ENVELOPE 1. WINDOWS AND EXTERIOR DOORS - ALUMINUM CLAD EXTERIOR/WOOD INTERIOR 1 2. ELEVATION ALONG SIDE PROPERTY LINES AT 15'-0' OFFSET FROM FROM &REAR PROPERTY LINES PROPS9 INES94 SOFT OF PENETRATION - 8 SOFT 2. EXTERIOR FINISH - 8" PAINTED LAP SIDING STUCCO - INTERGATED COLOR, SMOOTH TEXTURE AVG. OF +ALON AND 6' _ T AT LEFT SIDE SOFT OF EXTERIOR WALL AREA AT PENETRATION INTO DECLINING HEIGHT ENVELOPE AT STAIR FROM LANDING - 90 SOFT 3. WINDOW AND EXTERIOR DOOR TRIM -PAINED WOOD AVG. OF +97.91' AND +93.41• = +95.66' - AT RIGHT SIDE OF 4. FASCIA BOARD -PALMED WOOD THE POINTS WERE PROVIDED BY CITY OF BURLINGAME PLANNER ERIKA LEWITT BASED ON 25% X 90 SOFT = 23 SOFT OF REOUIRED GLAZING AT THIS WALLS. 5. ROOF - 50 YEAR COMPOSITE SHINGLES REVIEW OF THE SURVEY. WINDOW AT STAIR FROM LANDING - 28 SOFT 6. DECK RAIL -CABLES WITH 1 1/2" X 1 1/2° STEEL POSTS AND WOOD CAP 7. ELDORADO STONE CLADDING AT FROM FACADE 8. GARAGE DOOR - STAINED WOOD ROLL -UP DOOR WITH UTES AT TOP PANEL 9. FROM DOOR - STAINED WOOD DOOR 10-13 41:AAZQF l SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. 650 235-9569 fax BID 2/15/19 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE EXISTING AND PROPOSED FRONT EXTERIOR ELEVATION PROJECT #:2018—D DRAWN BY: LL DATE: 12/12/18 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A4.0 �VA.O PP%te 0 TW PlAT6 FINIBNPD cwMNErroeE NEMOVEO 1 EXISTING REAR ELEVATION —— — — — — — — — — — — — — — — Tw—Yow-E ------------------------------------------------------------------------ 1 DE-NINGNEIeHTENVELOPE 1 1 1 1 1 1 1 1 I I ROPeSEe 2Ne FLOeR neeIT10 - 1 1 1 1 1 1 I 1 COMPOeITE eHING— ALUMINUM CLN CPAINIEO FAEOMe0A90 ALUMRHIM CLAD / if RVrVJLV RLMI L L L VI I I V I I TDPHATE roes aEEaysn �— — — — FlNIBIEDFl.00N -I 12t3 S SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650 235-9569 fox DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE EXISTING AND PROPOSED REAR EXTERIOR ELEVATION PROJECT #:2018—D DRAWN BY: LL DATE: 12/12/18 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A4.1 Q� S 1 TOPPIATE mmMEN mmm matemooll EXISTING LEFT SIDE ELEVATION PROPOSED LEFT SIDE ELEVATION u p W-- I � RROROSED SECTION MASTER SUITE CHIIRNEYTOBE RBbV® a� aE0 FEOORTOP PUTE INTERIOR STAIR I BOOR FlNI8ME0 F100R 1 l-- 18TFOORTOPPUTS 18TFlWA FINISHED R R _ - _ I 1 1 1 1 I 1 1 1 1 suRvE----------------- , 0 1 I SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [ inSite ] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE EXISTING AND PROPOSED LEFT EXTERIOR ELEVATION SECTION PROJECT #:2018—D DRAWN BY: LL DATE: 12/12/18 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A4.2 1 I 1 1 1 1 1 1 1 1 1 1 1 1 �1 �I 81 OP-Aw gMAYIEY TO BE REI.NVFD FINIBNQO FLOOR_L_ _j__-1___—_____... � EXISTING RIGHT SIDE ELEVATION 2 PROPOSED RIGHT SIDE ELEVATION vmmwrueE o OI CALCULATION OF BUILDING PENETRATION INTO`DECUNNG HEIGHT ENVELOPE SOFT OF PENETRATION — 8 SOFT SOFT OF EXTERIOR WALL AREA AT PENETRATION INTO DECLINING HEIGHT ENVELOPE AT STAIR FROM LANDING — 92 SOFT 25% X 92 SOFT = 23 SOFT OF REQUIRED GLAZING AT THIS WALLS. WINDOW AT STAIR FROM LANDING — 24 SOFT I I 1 1 1 1 1 1 1 it 1 w� SOLOMON RESIDENCE 12 VALDIVIA CT. BURLINGAME, CA [inSite] architecture design interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (6M 235-9566 tel. 650 235-9569 fax DESIGN REVIEW 12/21/18 DESIGN REVIEW COMMENTS 4/15/19 SHEET TITLE EXISTING AND PROPOSED RIGHT EXTERIOR ELEVATION PROJECT #:2018—D DRAWN BY: LL DATE: 12/12/18 SCALE: 1 /4"=1 '—O" DRAWING NUMBER A4.3