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Home My WebLink AboutReso - PC - 2023.07.10 - 9CDocusign Envelope lDi 07 52 F876-C F76-4785 -8487-656C7C7297 A3 Planning Department City of Budingame WHEN RECORDED MAIL TO: COI\,1MUNITY DEVELOPMENT DEPARTMENT CIry OF BURLINGAI/E 501 PRllvlR0SE ROAD BURLINGA[,4E, CA 94010 2023-044344 3: 14 pm 09/1&2023 R 1 Fe6r NO FEE Counl of pagos4 Recorded in Off icial Records Co unty oISan Maleo irlar k Church Assossor.County CIei k-Recorder lllliit tt1|11tr|11tr1n,llllurllrl[illflilltllrtl! illil]iitll Resolution No. 2023-07. 1 0-9C,I116 BERNAL AVE APN 026-182-150 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on file in my offce. JU 21,2023 b;w Arrtwr UB FILI N At-r ilt E Dale Kevin Gardiner, AICP, Community Development RECORDING REQUESTED BY ( RESOLUTION APPROVING CATEGORICAL EXEMPTION ANO DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion Review for a new. two-storv sinole-unit dwellinq and attached qaraoe at 1 1 16 Be rnal Avenue. zoned R- 1 Yexi o n o F e n o a nd Qin Fen O, D ro owners APN, 026-182-150oert WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Julv 10. 2023, al which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing. NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per Section 15303 (a), which states that construction of a limited number of new, small facilities or structures including one single family residence or a second dwelling unit in a residential zone is exempt from environmental review. ln urbanized areas, up to three single-family residences maybe constructed or converted under this exemption, is hereby approved. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 1 2 3 It is further directed that a certified copy of this resolution be rercorded in the official records ofthe County of San Mateo. 1 ,.r/ f _ /; ,WP"rson C HcB.Ai , Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was rntroduced and adopted at a regular meeting of the Planning Commission held on the 1Oth dav of Julv. 2023 by the following vote: 1116 BERXAL AVE. - RESO 2023{l7.lO-9CAYES: CO AROTO, HORAN, LOWENTHAL PFAFF, SCHNID, SHORES, TSE NOES: NONE ABSENT NONE RECUSED: NONE Secretary EXHIBIT "A" 1 that the project shall be built as shown on the plans submitted to the Plannang Division date stamped June 28, 2023, sheets T 0, DM.1 , SP.1 , PW.1 through pW 3, A.1 through A.8, AD 1 through AD.3, L.1 , and site survey sheet; 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; 2 3 4 6 that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the pro.iect, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required, the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requtres affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycfing requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 9. 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 FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonslrates that the project falls at or below the maximum approved floor area ratio for the property; 7 8 Conditions of Approval for Categorical Exemption and Design Review I I l6 Bernal Avenue Effective July 10, 2023 Page 1 EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1116 Bernal Avenue Effective July 10, 2023 Page 2 12 IJ 14 that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first-floor elevatron of the new skucture(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer, that prtor to scheduling the framing rnspection the project architect or residential designer, or another architect or residential design professional, shall provtde an architectural certiflcation 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; archrtectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the flnal framing inspection shall be scheduledl that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certiflcation of that height to the Building Division; and that prior to final inspection, Planning Division staff will rnspect and note compliance of the architectural detalls (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 11. NEWRESIDENCE Geurse Conceptual Designs, Inc. FOR - MR. + MRS. YEXIONG FENG 1116 BERNAL AVENUE BURLINGAME CA. 94010 BUILDING MAINTENANCE AND OPERATION (2022 CGC §4.410) AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED AT FINAL INSPECTION. 2022 CGC §4.410.1 WHERE 5 OR MORE MULTI -FAMILY DWELLING UNITS ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREAS THAT SERVE ALL BUILDINGS ON SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF NONHAZARDOUS MATERIALS FOR RECYCLING, INCLUDING PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE AND METALS, OR MEET LOCAL ORDINANCE, IF MORE RESTRICTIVE. 2022 CGC §4.410.2 BUILDING DEPT. GENERAL NOTES 1. ANY HIDDEN CONDITIONS REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION. THE BUILDING OWNER PROJECT DESIGNER, AND /OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED IN THESE PLANS PRIOR TO PERFORMING THIS WORK VERIFICATION (2022 CGC §70,3) UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENTS. 2022 CGC §703.1 TITLE 24 SPECIAL FEATURES HERS FEATURE SUMMARY REQUIRED SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. • DUCTS IN CRAWL SPACE • NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATER HEATER SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE INSTALLED HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY BUILDING -LEVEL VERIFICATIONS: QUALITY INSULATION INSTALLATION (QII) INDOOR AIR QUALITY VENTILATION COOLING SYSTEM VERIFICATIONS: • MINIMUM AIRFLOW • FAN EFFICACY WATTS/CFM HEATING SYSTEM VERIFICATIONS: • VERIFIED HEAT PUMP RATED HEATING CAPACITY HVAC DISTRIBUTION SYSTEM VERIFICATIONS- -DUCT LEAKAGE TESTING DOMESTIC HOT WATER SYSTEM VERIFICATIONS: �- NONE -- SOLAR POWER AND PHOTOVOLTIC SYSTEM SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION. 1: EFFICIENCY EDR INCLUDES IMPROVEMENTS TO THE BUILDING ENVELOPE AND MORE EFFICIENT EQUIPMENT 2: TOTAL EDR INCLUDES EFFICIENCY AND DEMAND RESPONSE MEASURES SUCH AS PHOTOVOLTAIC (PV) SYSTEMS AND BATTERIES 3: BUILDING COMPLIES WHEN EFFICIENCY AND TOTAL COMPLIANCE MARGINS ARE GREATER THAN OR EQUAL TO ZERO • STANDARD DESIGN PV CAPACITY: 4.48 KWDC PV SYSTEM RESIZED TO 4.48 KWDC (A FACTOR OF 4.27) TO ACHIEVE'STANDARD DESIGN PV' PV SCALING BURLINGAME CONSTRUCTION HOURS NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF 8:00 AM AND 7.00 PM ON WEEKDAYS, AND 9:00 AM AND &00 PM ON SATURDAYS, EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF LESS THAN 40,000 SQUARE FEET, AND WHEN REASONABLE TO ACCOMPLISH THE ERECTION, DEMOLITION, ALTERATION OR REPAIR NOT TO EXCEED TWENTY (20) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF 40,000 SQUARE FEET OR GREATER NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE ON SUNDAYS OR ON HOLIDAYS. FOR THE PURPOSE OF THIS SECTION, HOLIDAYS ARE THE DAYS SET FORTH IN SECTION 13.04.100 OF THE BURLINGAME MUNICIPAL CODE AND ARE DEFINED AS: JANUARY 1 THE THIRD MONDAY IN JANUARY THE THIRD MONDAY IN FEBRUARY THE LAST MONDAY IN MAY JULY 4 THE FIRST MONDAY IN SEPTEMBER THE SECOND MONDAY IN OCTOBER NOVEMBER 11 THE FOURTH THURSDAY IN NOVEMBER DECEMBER 25 WHENEVER A HOLIDAY FALLS ON A SUNDAY, THE MONDAY FOLLOWING IS A HOLIDAY. WHENEVER A HOLIDAY FALLS ON A SATURDAY, THE FRIDAY PRECEDING IS A HOLIDAY. THE RESTRICTIONS STATED IN THIS SECTION SHALL NOT APPLY TO WORK THAT DOES NOT REQUIRE A PERMIT UNDER ANY APPLICABLE LAW OR REGULATION. SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SHALL BE LIMITED TO 8:00 AM. TO 5:00 P.M. MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS. POLLUTANT CONTROL (2022 CGC §4.504) AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. 2022 CGC §4.504.1 ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2022 CGC §4.504.2.1 PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4.504.2.2 AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2022 CGC §4.504.23 DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2022 CGC §4.504.2.4 CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §4.5043 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4.504.4 HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2022 CGC §4.504.5 BURLINGAME FIRE PROTECTION FOR RESIDENCE 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU UNDER SEPERATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA PLANS TO BE DESIGN AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER AND NEW MAIN WATER LINE TO RESIDENCE PRIOR TO ANY INSTALLATION OF METER 2. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPERATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA.PLANS TO BE DESIGNED AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER PRIOR TO ANY INSTALLATION OF METER AFIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE PERMIT TO CENTRAL COUNTY FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 4. PROVIDE A BACKFLOW PREVENTION DEVICE / ASSEMBLY -SCHEMATIC OF WATER LATERAL LINE AFTER METER SHALL BE SHOWN ON BUILDING PLANS, SEE DETAIL 3, SHEET AD.1 SEE SITE PLAN FOR LOCATION. 5. CONTRACTOR SHALL INSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION IS TESTED AND APPROVED BY THE SAN MATEO COUNTY ENVOIRMENTAL HEALTH APPROVED CONTRACTOR 6. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS. 7. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDING LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% 8. MINIMUM OF 1" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. DISCLAIMER I PROJECT DATA NIETH A GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SHALL BE RESPOSIBLE FOR ANY ACTIONS TAKEN. OCCUPANCY GROUP: R3/U BY ANYONE ON THE PROJECT IF THAT PERSON HAS KNOWLEGDE OF ANY CALCULATIONS OR SPECIFI- CATIONS UNTIL I GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS HAVE BEEN NOTIFIED. UPON NOTIFICATION THE DESCRIPTION OF USE SINGLE FAMILY RESIDENCE PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS OR MORE CLEARLY EXPLAIN THE INTENT OF THE DRAWINGS, CALCULATIONS OR SPECIFICATIONS. TYPE OF CONSTRUCTION. V B THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY SPRINKLERS: REQUIRED FOR RESIDENCE DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONST. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES NECESSARY TO COMPLETE THE PROJECT. # OF STORIES: 2 STORIES THE CONTRACTOR SHALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE CONCEPTUAL DESIGNS, INC. AND ASPN: 026-182-150 PROJECT ENGINEERS SHALL NOT INCLUDE INSPECTION OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES RESIDENCE LOT COVERAGE PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL OR WORK, AND WHEATHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFOR- MANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. HOWEVER THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE OF ALL APPLICABLE CODES AND REGULATIONS REGARDLESS SEE SHEET AlSF + A.2.SF. OF WHAT IS SHOWN ON DRAWINGS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD BUILDING CODES BY GOVERNING JURISDICTIONS OF APPLICABLE CODES. THE BUILDER OF THIS STRUCTURE SHALL BE TOTALLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS OF THESE PLANS PRIOR TO AND DURING CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL CHECK ALL DRAWINGS FURNISHED TO THEM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE CONCERNING PARTIES OF ANY PROBLEMS, DETAILS, OR DISCREPANCIES. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES IN ALL CONDITIONS, DIMENSIONS, AND DETAILS. ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE AREA OF ALLOWABLE FLR. AREA RATIO QUESTION. THE CONTRACTOR AND ANY EFFECTED SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY. PROJECT DIRECTORY OWNER MR YEXIONG + MRS. QIN FENG 1116 BERNAL AVENUE BURLINGAMECA 94010 STRUCTURAL ENGINEER STATE OF CA LICENSE NO: C039390 AART ASSINK AART ASSINK ASSOCIATES 1611 EL PRADO AVENUE TORRANCE CALIFORNIA, 90501 TEL: 310.618.0782 E.MAI : AA-ASSOCOPACBELLNET SOILS REPORT GEOFOUNDATION INC. CONSULTING SOIL ENGINEERING CHELSEA XING, SAN JOSE, CA 95138 PHONE (408) 710-6701 TITLE 24 DESIGN & CONSTRUCTION DOCUMENTS GEURSE CONCEPTUAL DESIGNS, INC. PRECISE GREEN CONSULTING, INC. T:818-446-6563 405 BAYSWATERAVENUE E RAFFIOPRECISEGREEN BURLINGAME CA 94010 CONSULTING.COM TEL: 650.703.6197 CONTACT: RAFFI DAR FAX G50.558.9324 CONTACT: JESSE GEURSE EMAIL: JGEURSE@GMAILCOM BUILDER SURVEYOR: ? WADE HAMMOND LAND SURVEYOR PLS 6163 36660 NEWARK BLVD. SUITE C NEWAI K, CA 945W TEL 510-579-6112 FAX 510-991-8054 WADE@WHLANDSURVEYORCOM W W W.WADEHAMMONDPLS.COM NATURAL GAS NOTE NO NATURAL GAS WILL NOT BE ALLOWED VICINITY MAP SUBJECT PROPERTY J 16 a CABRILLO A ,s• I �• i I �' 4"') O ® O O ++ ' 1 2 3 4 I 5 6 I i 7 8 9 10 11 12 13 14 �, ,,. w. ,,. z' W I " ® 27 - 26 e 5p• so 25 5p• so 24 !p' w' 23 S0' w• 22 SO' 21� S0' 20� W' w• 19 S0' ar 18 &fiIT +rl b• zo• 17 ml a 16 1 15 28 A DRAKEµ o� oR m z3 s BERNAL 3 O® ® O®© O O O O ++ ' 1 2 I 3 i 4 5 6 7 8 9 10 11 12 13w. 14 w. .�► 28 27 26 25 24 23 20 19 �18 ARCEL 8 PARCEL A r2221 so' I n as ms 0 0 0 4) 4) O® O@ ++ D O ' R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 w w I183 - i ..' ..• .• ..' ,,. . 28 27 26 25 24 23 22 21 20 19 18 17 16 15 ® © ® ® ® ® ® © ® (jo 4 (io VANCOUVER 1 'RP rr,l Y - EFURA E BK.27 35 IJ�\fri_f�• AVE. AVE. QPARCEL MAP VOL. 86123 PARCEL MAP VOL. 36142 /� / \ 1 EASTERNADDITION TO BURL SEE SHEET AlSF + A.2.SF. FLOOR AREA CALCULATION SEE SHEET AlSF + A.2.SF. CODE COMPLIANT THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, ORDINANCES, RULES AND REGULATIONS; A) 2022 CALIFORNIA BUILDING CODE B) 2022 CALIFORNIA RESIDENTIAL CODE C) 2022 CALIFORNIA ELECTRICAL CODE D)2022 CALIFORNIA MECFIAMCAL E) 2022 CALIFORNIA FIRE CODE F) 2022 CALIFORNIA PLUMBING CODE G) 2022 CALIFORNIA GREEN BUILDING CODE H) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS I) BURLINGAME MUNICIPAL CODE, ETC. J) ALL OTHER STATE, MUNICIPAL, AND LOCAL ORDINANCES, CODES, RULES AND REGULATIONS. K)) AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE CITY OFFICIAL CONTACTS PLANNING DIVISION: CATHERINE KEYLON - (650) 558-7252 OR CKEYLONOBURLINGAMEORG FIRE: CHRISTINE REED - (650) 558-7617 OR CREEDOCENTRALCOUNTYFD.ORG BUILDING DIVISION. RICK CARO - (650) 558-7270 OR RCAROOBURLINGAMEORG PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR MQUANOBURLINGAME.ORG PARKS DIVISION: BOB DISCO - (650) 558-7334 OR BDISCOOBURLINGAMEORG STORMWATER DIVISION. JENNIFER LEE - (650) 558-7381 OR JLEE@BURLINGAMEORG SHEET INDEX SHEET NO. DESCRIPTION T.0 TITLE SHEET + PROJECT DATA SITE BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) 1 SURVEY DM.1 SITE DEMOLITION PLAN SP.1 SITE PLAN PUBLIC WORKS PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.3 SITE DETAILS ARCHITECTURAL. Al FIRST LEVEL FLOOR PLAN AlSF FIRST LEVEL FLOOR AREA CALCULATION PLAN A.2 SECOND LEVEL FLOOR PLAN A.2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN A.3 ROOF LEVEL + GARAGE-ADU PLAN AA EXTERIOR ELEVATIONS A.5 EXTERIOR ELEVATIONS A.6 BUILDING SECTIONS A.7 EXTERIOR ELEVATION RENDERINGS A.8 EXTERIOR ELEVATION RENDERINGS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS LANDSCAPE L.1 LANDSCAPE / HARDSCAPE PLAN PROJECT DESCRIPTION 2 STORY RESIDENCE WITH ATTACHED 2 CAR GARAGE 6 BEDROOMS,1/2 BATH, 4 FULL BATHROOMS, LIVING ROOM, DINING ROOM FAMILY ROOM, KITCHEN, 2 LAUNDRY ROOM, 2 CAR ATTACHED GARAGE 405 bagswater ave. Burlingame, california 94010 tel:650.703.6197 e:mail: j6eurse06mail.com SIGNATURE BOX NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, CITY Kit ; d I Ml d mi DESIGNS, INC. 6-26-2023 JIG PLANNING COMMENTS-PC-4 5-2-2023 JIG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2222 JOB NO. DRAWN JIG BY: DRAWING TITLE TITLE SHEET + PROJECT DATA ENGINEER I DRAWINGNO. AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION T.0 CONSTRUCTION BEST MANAGEMENT PRACTICES Geurse Conceptual Designs, Inc. SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the storinwater best management practices (BM P) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover .tockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 Jaya. U Use (hut don't oventse) reclaimed water for dust control Hazardous Materials ❑ Label all hazardous materials and hazardous wastes Ouch as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county. state and l�Yfcral 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 rain 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. U Arrange for appropriate disposal of all hazardous wastes. Waste Managernent ❑ Cover waste disposal container% securely w ith 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 o%erfillcd Never hose down a dumpstcr on the construction site. O Clean of 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, ctc. ) U Dispose of liquid residues from paints. thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effecti%c perimeter controls and stabili7c 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 sedin><nt source to prevent further tracking. Ncvcr hose down strccts to clean up tracking. Equipment Management & Spill Control Stainteoance and Parking ❑ ix:signatc 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 U lhrefueling 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. Recycic or dispose of fluids as hazardous waste. O If vehicle or equipment cleaning must he done onsite, clean with water only in a finned area that will not allo%% rinse water to run into gutters, strccts, storm drains, or surface waters. U Do not clean vehicle or equipment onsitc using soaps, soli ents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup matcnals (e.g.. rags, absorbents and cat litter) available at the construction site at all turves. U Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch Icaks until repairs are made. ❑ Clean tip spills or leaks immediately and dispose of cleanup matcrials properly. O Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). U Sweep up spilled dry materials immediately. I)i+ not try to wash them away with water. or bury them O Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. O Report significant spills immediately. You arc 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 Govcmor's Office of F.mcrgency Services Warning Center, (800) 852-7550 (24 hour%). Fart hmt►vi11g D Schedule grading and excavation work during dry weather. U Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established U Removc existing vegetation only when absolutely necessary, and+eed or plant vegetation for erosion control on slopes or where consiniction is not immediately planned. U Prevent sediment from migrating offsite and protect storm drain inlets, gutters. ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiter rolls. silt fences. sediment basins. gravel bags. berms, etc. U Keep excavated soil on site and transfer it to dump trucks on site. not in the streets. ( onlaminatcd Soils U It any of the following conditions are (+scr%ed, 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 Fork ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured I om contacting stormwater runoff. ❑ Cover stone drain inlets and manholes when applying scat coat, tack coat, slum' seal, fog seal. etc ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or .,.and. Do NOT sweep or wash it into gutters. O Do not use water to wash down fresh asphalt concrete pavenient. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting Use filter fabric, catch basin inlet filters, of gravel bags to keep slurry out of the storm drain system. U Shovcl, 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! ) 0 If sawcul slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application U 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 ofl'site 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. J When w aching exposed aggregate. prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwatcr onto dirt areas, or drain onto a bernued surface to be pumped and disposed of properly. Landscaping E r� J Ll Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. U Stack bagged malcrial on pallets and tender cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal I— Painting Cleanup and Removal O Never clean brushes or rinse paint containers into a street, Sutter, storm drain, or stream. O For water -bawd 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-ha/ardour 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 tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering 1_ 1 ❑ Discharges of groundwater or captured runoff from dewatering operations must he properly managed and disposed. When possible send &-watering discharge to landscaped area or sanitary sewer. it discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsitc away from all disturbed areas. U When dcwatcring, notify and obtain approval from the local municipality t-k-fore 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 detemunc whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, .� CITY i dlLi r � DESIGNS, INC. U 6-26-2025 JFG PLANNING COMMENTS-PC-4 5-2-2025 JFG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS -PC -I 2-13-2025 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES DATE 2222 JOB NO. DRAWN JFG BY: ENGINEER AART ASSINK DRAWING NO. REVIEWED BY: JFG SCALE: AS SHOWN RELEASED TO CONSTRUCTION BMP.1 N55 °03'58"W 51. 8X • 49. 20 TREE 75. 02' x 050 0 • 20 PINE , 52.1 8 MAGNOLIA SSCO _x x x x x x x x -x x x x 0 x x x x so x x x x x �_ x x x x N OE W h PP OE s� �^ OE 50.5 OE �� OE v0 RIM=52.9 Dirt N55°05 29 'W FD 5/8" REBAR/CAP PLS I_SSMH --*�E -----------------------------Dirt----------------------8» SS SLOPE=-2.4% --------- r------0 - - 6437 ---- 50.4 - - - - - - - - - - - - - - - - - - :mmw :mmw - - - - - - - - - - - - - - - - - - - - - - - - -------- -- 48.9J 1= .1 SSCO Dirt s" FL 10' ALLEY sscO Dirt S2 tik 40 52.0 51.6 •51.2 GATE +50.7 us S 5 SSCO 8, S34°54'31 "W o °F S34°54'43"W 1 2.12' GRAPHIC SCALE ti e 3.00' 52.3 0 0 8 0 4 8 16 32 51.2 i AC PAVING Building 51.3 ( IN FEET ) 1 inch = 8 ft. 11-30-2022 52.4 • 52.0 S �L sr, SSCO 0 51.2 +RIDGE ?3 h 51• 4.6 7' 28.70' EI=52.8 ELEC METER S? 3 FINISH FLOOR AT SILL AC PAVING xl J 51.9 5� GARAGE SLAB 51.3 x Srx 76.7_ RIDGE j h1 X Kx C5 X 0 53.2+ �52.7 0^ - - - Conc. rn NOTES x Building Line --- S34°54'31 "W ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. LEGEND- Above -Wood- - 51.4 , -steps 120.05 BOUNDARY CONTROL: SEE CONCURRENT RECORD OF SURVEY MAP �1 X S24 ---� 52.0 • h1h UNDERGROUND UTILITY - LOCATION IS BASED ON SURFACE EVIDENCE. SET 314" IP "PLS 6163" (OR SET POINT AS NOTED) x BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY • SET NAIL/TAG "PLS 6163" OVER SET CUT CROSS EI=56.3 EI=55.6 LINES. FINISH FLOOR WOOD DECK 5�•9 i FOUND POINT AS NOTED XII 51.7 77z DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR FINISHED SURFACE. 52.5 -- 52.0 RIDGE THE BUILDING EXTERIOR FINISHED SURFACE IS WOOD SIDING AND VARIES APPROXIMATELY ff 4» PVC RISER - 0.02'- 0.10' IN THICKNESS. () RECORD DATA REFERENCE X -Wood- -Steps- -Steps + 51.0 WATER METER OR WATER VALVE BOX x htie Conc. J FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 53.3+ 52.5 S?o Conc. 519 s, BENCHMARK: ASSUMED DATUM, POINT AS SHOWN FIRE HYDRANT 529 Pavers yY° House ouse A BOUNDARY SURVEY WAS PERFORMED TO ACCURATELY LOCATE THE LEGAL PROPERTY TREE - TRUNK DIAMETER IN INCHES i o GAS METER 51.9 _ LINES IN RELATION TO THE EXISTING IMPROVEMENTS (BUILDING) O16 12 8 OAK TREE SPECIES IDENTIFICATION: BEST EFFORT, S34054'43"W WE ARE NOT ARBORISTS OR DENDROLOGISTS i 120.05' x 53.3 +52.2 A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED s2.s BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE O16 12 8 OAK TREE WITH MULTIPLE TRUNKS Building 52'� NOT SHOWN ON THIS MAP. x s?6 TRUNK i TREE DRIP LINE POINTS TOWARDS TREE Building LinejCONTOURS SHOWN UNDER BUILDINGS ARE FOR SLOPE CALCULATIONS ONLY Above TRUNKS. TREE DRIP LINES ABOVE S?> AC PAVING X Building TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR PROPERTY LOCATED AS SHOWN. DENDROLOGISTS. RIDGE h� s� IDirt +50.8 TC 34 TOP OF CURB53.2 / S2 TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, MEASURED 5' ABOVE GRADE Conc. e 75.0 x x FENCE Steps Conc. Ret. S?3 RIDGE x Wall OE�E OVERHEAD WIRES - - - - -Szs Conc. 52.8(Below) k. � Building Line OPP POWER POLE WalkRet. Gravel s2sAbove ELECTROLIER531 Window �'�+ - 52.5 E1=56.4 bra vel SPOT ELEVATION +RIDGE X / / FINISH FLOOR - xh�0 x 52.5 v �52.4GA 2R S� 50.4 + 12.34 " s2.a s 53.4+ i f52.5 S 28.92' x x u 8.14 SANITARY SEWER CLEAN OUT X o o +71DGE �X/ 562 5y3 - ?s Q 52.0 52.6 Wa dow Conc. RIDGE 0 IRRIGATION VALVE BOX Conc. 7,6 X Steps 52.6 *52'5 52.3 INLET RIDGE �` \ / EDGE OF AC PAVING �,� x GATE 60 6o ss.o 5z� 7.85 `' `' RIDGE °� ROCK S? s ROCK + 51 $ s 3, `- --� Y 5 CYpReSS a Window C verhang O Wood Ret. a? Y Wall a \ ROCK s2 s ''FSS Dirt \ S ^5� 8 54. 1 o o AC PAVING r8 Aa 6 CYPRES \ of N SI' 9< y 63'CYPRES/ N h� / Dirt AC PAVING LO a, Stone Conc.PaverS2 52,$yPR�`SS �. �<v��e� QF��SS �S y��S �Q�� 2 �� +50.1 3 6 0 \\ ��r/Q • a • 0. • p G • N C G Q 50. 7 5�' �� 3��^� Pil. / o c a v 5� s S34 °54'31 "W f Gate S? 1 oG Ile �� a y� o Q 9 x x x & sl52.6 -( r . 52.6 G�e� 9 h0� g0 6 3.01 sZ s • a ROCK ROCK • a 5o g s, �+ �rn �� Conc. Sidewalk 3� �N 3rn 3� 0p Conc. Sidewalk 3^ S34°54'43"W i m mo mo h m� ro� o Rock Ret. 3. 00 Wall FD NIT PLS 6437 0 0 ��000000000000 Driveway +5t.o 00000�� 00000 Io �o �� o 0 0 Y Brick WM 0 C° WADE 000 � o Y Brick Conc. Brick +50.7 WM Drivewa 49.7 � Dirt oo o tiS y9� o � Q �^ �^ -�w Conc. Curb/Gutter �N �^ 0 V o° O �'O o o Conc. Curb Gutter U^ �w Aso �^ �° �^ of ° as.s �* �+ o o J o J PLS 6163 d o 4 50.5 3.. FL o p �0 3" FL Ln O N o0 00�0 S55 °04'00 "E s>90°a0000000000\00000�0 75. 02' LEI=5o.00 000F OF CALF o�000° STE BM SET MAG 00000 BROADWAY N/S ASSUMED CARMELI TA AVE.� -�- - - - - - - - - - - - - - - - - BERNA L A VE. BOUNDARY AND ABBREVIATIONS (50' WIDE) L . Wade Hammond AC ASPHALT TOPOGRAPHIC SURVEY Land Surveying BW BACK OF WALK CONC. CONCRETE 1116 BERNA L AVE. Civil Engineering TC TOP OF FL FLOW LINE CURB BURLINGAME 36660 Newark Blvd. Suite C SSMH SANITARY SEWER MANHOLE APN: 026-182-150 Newark, California 94560 4� ° DOC#2022-039000 Tel: (510) 5 79- 6112 LOT AREA: 9,006 SQ. FT. wade @whlandsurveyor. corn www. wadehammondpls. corn DEMO. PLAN -KEYNOTES N55°03'S8'W _ 75.\ 1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE 1 Gears � Conceptual DeS1811S, hit. 1 2. DEMOLISH EXISTING HARD/SOFTSCAPE AS SHOWN. 3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT. 4. DEMOLISH EXISTING CURB, GUTTER, DRIVEWAY AND SIDEWALK AND / 1 Dirt N55°05'29'W REPLACE IN ACCORDANCE TO SP.1 AND CITY STANDARDS. 405 bayswater ave. Dirt ---------------------------------------------------------------------------------- / ----------------8"SSSLOPE=-2.4% 1 _______________________________ 0.05, - -------------------------------------- 5. UTILITY NOTE SEWER LATERAL, WATER SERVICE, GAS AND Burlin8ame, California 94010 lim --------------------------------------------------------------------------------- -------------------------1------- ----------------------------------- ---------------------------- ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND PER CITY te1:650.703.6197 / Dirt I I Dirt REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR email: j8eurse@8mail.com / THESE ITEMS. CONTRACTOR SHALL CALL "USA" TO DETERMINE ALL UTILITY j — — — — _ PROPERTY LINE 75.00' — — \ — — — — — — — — — — — — —_ _ — — � � � — LOCATIONS PRIOR TO DISCONNECTING. 6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE DEMOLITION OF A SIGNATURE BOX NAME JESSE GEURSE 1 S34°5431"W / 1 BUILDING WILL NEED TOE NSURE THAT POLYCHLORINATED BIPHENYLS S34 54 43 "W + 2.12, DO NOT ENTER THE STORM DRAINS PER MUNICIPAL CODE 15.15 MANAGING PCBS DURING BUILDING DEMOLITION ORDINANCE 3.00 I // \ \ I 11 7. EXISTING DRIVEWAY TO BE REMOVED. CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. / I / ACPAVING � � I 8. EXISTING PALM TREE TO BE REMOVED. NOTE; PROTECTED TREE PERMIT NO.22811, EXPIRATION DATE 0G/30/ 024 / FROM THE PARKS DIVISION. (558-7330) IS REQUIRED PRIOR TO REMOVAL / / 9. EXISTING CYPRESS TREES TO REMAIN. TYP. AT FRONT OF PROPERTY I PROTECT AS REQUIRED. PROVIDE 10' 0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO SITE FOR ON -SITE � S OII.CONTROL. 11. EXISTING CYPRESS TREE TO BE REMOVED ACPAVING � r �/ - - - - I I1 DEMO. -GENERAL NOTES � I i I GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. ----------------------------------- -------- cone --1 \ Bndaing Lane _/ _ _ _ _ _ _ _ Above 1 / I ° S34 54 31 W B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICAL ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF PLATE p --wood Steps --1 \ _ 120.05' 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY DESIGNER OF ALL DISCREPENCIES BEFORE PROCEEDING WITH WORK / C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND • a ; f a SUPPROT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. w i II IQ W D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY O BURLINGAME CA L I F U RN I n O i - " Wood _ _ . -ps --11 O 2 THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. j ste I E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB � Cone. Pavers OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN HOLlSC I APPROVAL BEFORE STARTING WORK F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. S34054'43'W Q " I IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD DOCUMENTS. 120.05, 1 /I j I G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMEDDIATELY REMOVE FROM SITE / / ACPAVING H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR / CONNECTION TO THE EXISTING BUILDING. PROTECT THE EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE 1 DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE steps Z Wall Ret. / / AUTHORITIES HAVING JURISDICTION. Cont. / / J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE / CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, 1 (Belo-)— III Gravel / / ` / NEW CONSTRUCTION, ETC. CTU RESDI REPAIR, THECONTRACTORAS REFINISH OR REPLACE SAID REQUIRED TO EXISTING TING AT Q Window I Dirt NO CHARGE TO THE OWNER / i�� _ I Gravel I / / / K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO PREVENT LEAKAGE RETROFIT EXISTING AS REQUIRED FOR CONNECTION Q (/ / fJ ��_-- — — L— — — — — — — — — — — — OF NEW PLUMBING FIXTURES. Q 0 Q �o I � I L A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN / \ cone. I I Steps OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER 2022 CGC 4.408 AND SHALT_ COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 Q A WoodRet. Wall \ / —'—� L ROCK ROCK ---- 1 • Barb ------_-- Window / \ —Overhang 1 ROCK / ACPAVING / 1 4tirt 5 7 / Q \ I O O 11 �� 1 • Rock— 1 _Ret/ x/ �'' / / / / ACPAVING 11 11 11 11 11 10 O�O`--1 11 \ _ ) � O � O I 11 Dir, 11 1 I I 6-26-2023 JFG PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 Conc. Stone Pavers Pil. 11 I / • / / / / / 11 1 • ( • / / � � 1 I � � I I� • \ \/ / • � � II � � Ip'�II / 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION Gate — — — — — — — — — — — — — — — — — — // / I ,J.,/ 1 �PROPERT IN V .0� O O O O��' 1= ll t / (I I . —1 ( • ; _S34°5431"W / 3.01' — — — — — — — — — — — — — — — — 12-1-2022 JFG SCHEME-1 -� I • \ 1 ROCK ROCK (/ T- • — ice--�fr NO. DATE BY DESCRIPTION CONST. S34 54'43"W / — Conc. Sidewalk \ � / — 1 � / Rock Ret._ % REVISIONS — — 3 � I wall Conc.Sidewalk Driveway —�— Brick — � — — — —Brick I Driveway Conc. L — — — — — — — — _ — _ _ — — J Brick -- — — —1 Dirt IT IS THE RESPONSIBILITY OF THE -------- — --- — — — — —— — — —!---------L-----1-------1-----=— _ — — WIIc.Curb/Gutter -----1----------------- — — — — — Conc. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE O 4 I THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES S55°04 00 E DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME 75.02' NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 � T j BER`T AL. A Y E. DRAWING TITLE (50' WIDE) DEMOLITION SITE PLAN DEMO. PLAN -LEGEND DATE ENGINEER DRAWING NO. 2222 AART ASSINK SCALE AS SHOWN O CONSTRUCTION ONSTION EXISTING TO BE DEMOLISHED. CONTRACTOR TO HAVE ENTIRE SITE T UTILITIES JOB NO. DRAWN JFG BY REVIEWEDC DMA EXISTING SITE DEMOLITION PLAN SCALE 1/8"=1'-0" BY: JFG PUBLIC WORKS NOTES I I I SITE PLAN KEYNOTES Geurse Conceptual Desi8ns, Inc. 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER 1. LINE OF FIRST STORY SHOWN SOLID. POLLUTION. SEE SHUT BMP.1 CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, �x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-.-x-Y- - - 2. LINE OF SECOND STORY SHOWN DASHED DOT AND SHADED. DRIVEWAY AND OTHER APPURTENANT WORK IFAREAS ARE REQUIRED TOBEALTERED. 3. ATTACHED 2 CAR GARAGE SHOWN DASHED. or or: oe - 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER oe oe or. oe oe oe Dirt 4. NOT USED 405 ba swater ave. y FIXTURE PER ORDINANCE NO.1710, THE SEWER BACKWATER Dirt 8'SS SLOPE=-24% 5. LOCATION OF 200 AMP ELECTRICAL PANEL AND METER Burlingame, California 94010 -------------------------------------------------------------------------------------------------------------- ----=---------------------------------------------------- ---------------------------------------------------- ------------------------------------------------------ ----------------------------- INSTALL PER PG&E REQUIREMENTS. tel:650.703.6197 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. T.O. N.G. I 24 D T.O. N.G. D;rt G. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. a.mail: jgeurse@gmail.com TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST rt �- W ALLEY L 1 52.40' I 51.00, COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY ENCROACHMENT PERMIT IS REQUIRED. _ PROPERTY LINE 75.00` - FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER SIGNATURE BOX: _ _ ' TO APPROVED FIRE PROTECTION PLANS NAME JESSE GEURSE 4) SEE SHEET PW.1 + PW.2 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS .� SEE SHEET PW.1 12 NOTE DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. I i LANDSCAPE OR SANITARY SEWER G) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. ENCROACHMENT PERMIT FOR THE SEWER LATERAL TESTIS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE SEE W-2780, SHEET PW.1 AND DETAIL 10, SHEET AD.1 NO 22811, EXPIRATION DATE OG/30/ 024 MUST BE IN PLACE PRIOR TO FINAL OF THE BUILDING PERMIT. Building I 8. LOCATION OF NEW WATER METER CHANGE METER AND SIZE IN ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND I PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE DEPARTMENT REQUIREMENTS S. MIN. I" METER SITE DRAINAGE NOTE cx.oD �GE I 9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF I 24 I =��, LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED FIRE PROTECTION PLANS. 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER iL.1 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE c� ss-2 REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER.. TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE �bc� �c, i 11 PW2 O 0 OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN CITY PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PWl AND PW.2 t �, � F- CITYRIGHTAWAY. ° � i � 11. NEW 4"SANITARY SEWER TO CITY MAIN AND CLEANOUT PER 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. O PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, SHEET p O I U PW.2.OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION � ztR Q WITHIN CITY EASEMENT. REPLACEMENT OF EXISTING 4" SEWER LATERAL TO INCLUDE WYE AT THE MAIN AS DIRECTED BY THE. _ _ H I PUBLIC WORKS INSPECTOR PARKS DEPART MEN I O o 12. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE SHEET PWl Q U Q 20 I 13. 4" DIA. DRAINAGE LINE TO STORM BASIN RETENTION WELL 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. I i DIRECT WATER TO ALL PLANTING AREA 14.72" X 72" X 60" DEEP STORMWATER RETENTION WELL SEE DETAIL 5, 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION r 0 I SHEET PW.2 DIRECT ROOF RUNOFF ONTO VEGETATED AREAS (558-7330) I 15. CHRISTY BOX PER DETAIL SW-2, SHEET PW.1 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAYBE REMOVED W w 16. 3" DRAIN LINE THROUGH CURB. PER DETAIL SW-2, SHEET PW.1 WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. Z I I Z i 17. DIRECTION OF SITE DRAINAGE WITH POSITIVE FLOW TO STREET 4. ALL TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR 23 I I FRONTAGE AND STORM DRAIN. BURLINGAME S.I~ �✓ c�Ll r W i 18. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS CA L t� 0 RN I A 5. REFER TO SHEET L.1 FOR ALL LANDSCAPE NOTES ,� ' . % ONTO VEGETATED AREAS. DIRECT RUNOFF FROM DRIVEWAYS AND/OR I O I 19 O UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. AN, 19. LOCATION OF DOWNSPOUT. CONNECT TO ON -SITE DRAINAGE LINE j 19 WITH BOOT RECEIVER AND 1" SPACE GAP A.N.G. � I I 23 13 AN.G. 20. SEE SHEET L.1 FOR HARDSCAPE AND LANDSCAPE PLAN. 21. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS UTILITY NOTE 52.60' }� I 50.80, REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND T.O. N.G.N. I FRONTING SITE, (2) PLUG ALL EXISTING SANITARY ------------� 5. O.DEWALK N.G. I 2. N.G.N. SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAL, EXISTING UTILITIES ARE SHOWN BASED UPON AVAILABLE INFORMATION. THERE MAY BE ADDITIONAL EXISTING i i 19 (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR FACILITIES NOT SHOWN ON THESE PLANS. LOCATIONS OF EXISTINGUNDERGROUND FACILITIES AND UTILITIES 5 I SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD SHOWN ARE APPROXIMATE ONLY. IT IS YOUR RESPONSIBILITY TO VERIFY THE ACTUAL LOCATION OF UTILITIES (E) ! I 31 PROCEDURES AND SPECIFICATION, (4) ANY OTHER PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE UTILITY NOTIFICATION CENTER OF CALIFORNIA AT 811 AT Building I 25 i 30 UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT -OIL -WAY. LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION. 13 9'-51 " SIDE 22. LOCATION OF BUILDING ADDRESS. BUILDINGS SHALL BE PROVIDED BuaaingLlut i 2 Aboi I SETBACK WITH APPROVED ADDRESS NUMBERS OR LETTERS. EACH CHARACTER r2 TYP• - - - _ J L TO 2ND FLR (E) SHALL BE A MINIMUM 4 INCHES (102 MM) HIGH AND A MINIMUM OF 0.5 PW.3 lg . Q I i 3 Building INCH (12.7 MM) WIDE THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD 7'-2" SIDE SETBACK V� I - - - - - I SIDE i FRONTING THE PROPERTY. NOTE: ADU SHALL BE IDENTIFIED AS "A" TO 2ND STORY I SETBACK SET INSTALL PER BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BE WINDOW TO GARAGE 1 75.0 AN ALPHA NUMERIC NUMBER WITH THE LETTER'A' AFTER THE MAIN PROJECTION I I RIDGE DWELLING NUMBER 7'-8" SIDE I I I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE ADU ________ __ SETBA 1 NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN DWELLING TOISTCND I Br,natn8 Ltne UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR NON -MOVABLE STORY o 2 Above STRUCTURE VISIBLE FROM THE STREET FRONTAGE AT THE PROPERTY LINE, 2 G Q AS WELL AS ON THE FRONT ENTRANCE OF THE ADU. i I 1. A DETACHEDPATHWAY 24 17 LEADIN TIC TI PRO ILLUMINATION.DEFINANVISIBLE DU WITH 0 II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER 71.6 17 ROGE m 6 w nso THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. - - 3� PW.2 23. CONCRETE STEPS AND LANDING 0 0 -2780 I % 24. ENEW U-0" HIGH WOOD FENCE 7 I 25. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY 0 19 i IN-52.00' i LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED 0 19 29 T.O�N.G. CONSTRUCTION(2022 CBC, TABLE 602.) 26. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT 0 250' � - 5230' � � F 9 OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO A sa3 wood Ret. T. . N.G. MRMWATER � ° ' °" T.O. w BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING RIDGE wan _ RE WE WEU L ° PW3 2 w o CONSTRUCTION. T - - - - 22 27. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH BASINS 0 r O l t � o 1'W.2 14 ` 20 (N) WALKWAY Iu 18 W4TO AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES BE IN ACCORDANCE TO BMP.1 Q U I w I I Dirt �. 32 14 w U 28. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED TO, WALL, 0 V) O z G ---- ( RTVEWAY \ CIS`. �r tin- O FENCE, RAILING, AND MAILBOX. SHOW ON SITE PLAN, DIMENSION FROM PROPERTY LINE TO FACE OF CURB. ON BALBOA AVENUE THIS MEASUREMENT IS 11.1-FEET MEASURED FROM FACE OF CURB. 6-26-2023 JFG PLANNING COMMENTS-PC-4 PERVIOUS VS IMPERVIOUS CALCULATION +10 PW 2 conc. stone Payers ^ i �' � I - ____ I W.2 JL T.O. N.G. � T.O. N.G. c' � 29. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A Q 5-2-2023 JFG PLANNING COMMENTS-PC-2 LOT SIZE = 9,OOG S Q FT. 4-14-2023 JFG PLANNING COMMENTS-PC-1 . RESIDENCE LOT COVERAGE = 2,473 SQ. FT. Pn. Q -x Gate - �" i t 52.80' 15 PROPERTY LINE 75.00` 50.60' Lv Q RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 IMPERVIOUS -1,053 SQ. FT. 28 RECEPTACLE LABELED "EVVEHICLE OUTLET" OR, ELECTRICAL VEHICLE PERVIOUS = 5,480 SQ. FT. RESIDENCE LOT COVERAGE +IMPERVIOUS = 3 52G SQ. FT. DIVIDED BY 9,000 = 39% U b z u 28 0 16 SW-2 o U U b z SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. 30. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) WITH MIN 1.56 kWPV NO. DATE BY DESCRIPTION CONST. _ _ L`' a Q ENERGY SYSTEM INSTALLATION BY APPROVED SOLAR POWER REVISIONS w COMPANY. IT IS THE RESPONSIBILITY OF THE 28 O a O g O a O Dirt 17 31. NEW BATTERY BACK UP POWER SUPPLY BY OTHERS. QConc. Curb/Gt, t 32. NEW DRIV WAY CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE x O �� ~'Jim U O 5130' 50.52, 49.70' 19-0NEW DRIVEWAY APRON '" 10 di -, � U � I a w � Q THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES / x 27 x DISCOVERED SHALL IMMEDIATELY ALL CURB GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SHALL BE REPLACED 27 BE REPORTED TO THE DESIGNER. PER CITY OF BURLINGAMES PUBLIC WORKS REQUIREMENTS AND SHEETS PWl, 2 PROJECT NAME NEW TWO STORY RESIDENCE 21 UE BER AL. AVENUE MR. + MRS. FENG V 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SITE PLAN DATE 2222 ENGINEER. AART ASSINK DRAWING NO. SCALE AS SHOWN AVERAGE FRONT SET BACK JOB NO. T DRAWN JFG BY RELEASED TO CONSTRUCTION �J AVERAGE FRONT SETBACK ALONG SUBJECT BLOCK=21'-2-1/2" SITE PLAN REVIEWED SCALEA///8'4] 0' BY JFG PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS Geurse Conceptual Designs, Inc. -- - UP OF GUTTER A o TYPICAL 5' SIDEWALK SCORING DETAIL m v) N.T.S. REQUIREMENTS FOR CONSTRUCTION OF 405baysw�terwe. rnia94010 SIDEWALK (4' MINIMUM I � SIDEWALK, DRIVEWAY, CURB AND GUTTER B1:rlin8am3,6197 VARIES I BACK F WALK - (UNLESS OTHERWISE APPROVED BY ENGINEER) email: jgeurse@gmail.coln SIGNATUREBOX: NAME JESSE GEURSE DRIVEWAY APPROACH SEE N IFrFNQ S S S S I S S S= SCORE LINE WPJ WPJ EJ = EXPANSION JOINT - WPJ = WEAKENED PLANE JOINT EJ EJ A SEE NOTE 18 r� B 1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. 2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND MULTI -FAMILY AREAS. 6" WIDE CURB 18" GUTTER OR MATCH EXISTING 11 MIN. OR DIRECTED BYS TY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. A.C. CITY OF BURLINGAME BUSINESS LICI E: GEUR CO CEPT AL DESIGNS, INC. NO:22811, EXPIRATION DATE06/30/ 024 A 1.5' TO 2.0' (TYP.) L J 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH (TYP-) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) I 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. I PLANTING I PLANTING DRIVEWAY APPROACH I STRIP (SEE NOTE 7) STRIP 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. BACK OF SIDEWALK 4' MIN. VARIES 1' WIDE (MIN.) A.C. REMOVE/REPLACE DEEP GROOVE COLD JOINT 2% SLOPE TYP. SLOPE 8.33% ° ° MAX SLOPE 15% ° ° ° ° ° ° ' �� r1" TO MATCH ° ° °° ° ° 1 EXISTING SEE NOTE 8 TO O ENGINEEREDRELATIVE ILL I ON PACTED �i� �j SEE NOTE 14 SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND GUTTER. 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE MUNICIPAL CODE SECTION 12.04.060). 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8" MINIMUM. CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. 9• ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS DEPARTMENT AT (650) 558-7300. 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND APRONS. 14. SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6'-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. 6" WIDE CURB 18" GUTTER OR MATCH EXISTING 1' MIN. OR AS DIRECTED BY THE CITY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. & CONCRETE A.C. & CONCRETE �� A �� B 1- 11 5'-2 0' (TYP) 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) (TYP.) FULL DEPTH OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. ' WOE OR AS DIRECTED PLANTING STRIP BY CITY ENGINEER (SEE NOTE 6) 6„ V WIDE A.C. REMOVE/REPLACE SLOPE AT 1/4" PER FOOT (2%) , 1" 4'MIN. ° ° o 6' a a o° >r• 4'(MIN.) SIDEWALK, 2% SLOPE �� i w ? ° a " ��. C3 (8-9N #4 x12" DOWELS OR j #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18' O.C. �1.5" MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE 3• SEE NOTE 14 SOIL OR ENGINEERED FILL, COMPACTED TO 90% RELATIVE COMPACTION �14 x12" DOWELS SECTION A -A 3. N.T.S. �1" 5' WIDE OR AS DIRECTED BY CITY ENGINEER (SEE NOTE 2) LIP SEE 1' WIDE-A.C. & CONCRETE SLOPE AT 1/4" PER FOOT (2%) -� TYP. SLOPE 8.33% N TE 8 REMOVE/REPLACE MAX SLOPE 15% SEE ' ° ° c �� FULL NOTE 8 ° ° DEPTH 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS. 17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT. 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19. PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING0�ADRIVEWAY CONCRETE SIDEWALK. #5x12" DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. 4x12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY. � � BURLINGAME c A L I F O R N I A ' I 1 I • ' , ' - • - • CURB GUTTER 1' MIN. OR AS DIRECTEDITY 1' MIN. OR AS DIRECTED BY THE CITY A.C. A.C. DRIVEWAY WIDTH VARIES 2' (SEE NOTE 7) 2' INDUSTRIAL AREAS '`��`�` `�`�'°4 ° PLAN VIEW N.T.S. SOIL OR ENGINEERED NGINES TEIOFILL, COMPACTED TO 95% \'�y\% �! \�\��\//\/�j/\/ ° °° SEE 1.5" NOTE 14 SECTION B-B (SEE NOTES ON SHEET 3 OF 3) N.T.S. APPROVED BY DRAWING APPROVED BY DRAWING APPROVED BY DRAWING BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. SW-1 BURLINGAME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER NO. SWA BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. SWA DATE DATE DATE DEPARTMENT OF PUBLIC WORKS 8/9/2017 (2 of 3) 8/9/2017 (1 of 3) I 8/9/2017 (3 of 3) DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS I A JUNCTION BOX (CHRISTY. EQUAL) BUILDING OR OBSTRUCTIONrZ 771771 SAWCUT AT SCORE MARKS MATCH BLOCK PATTERN. 24" MIN 24' MINIMUM WIDTH NOTE: ALL DEVICES SHALL BE APPROVED BY USC. 2. THE DEVICE SHALL BE INSTALLED AT THE OWNER'S PROPERTY LINE AND ADJACENT TO THE METER. COORDINATE WITH BURLINGAME WATER ON LOCATION. FROM o o o 0 o o C (� 0o MAIN ° o 0 0 0 o a I I La1. 10 WE1Dm'1MREGMESH I I DRIVEWAY $ APPROACH In SIDEWALK I I►3 REBAR I I CURB 0 3. BYPASS METER TO BE SUPPLIED BY CITY ACCORDING TO CURRENT FEE SCHEDULE. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DOUBLE CHECK DETECTOR ASSEMBLY AND VAULT AS PART OF FIRE LINE PLANS FOR REVIEW AND APPROVAL BEFORE ACTUAL INSTALLATION. w, a0 I J D-I IL 24" MIN {UTTER � MINIMUM ONE (1) FLAG WIDTH FROM WRAP 1' A.C. REMOVE/REPLACE A PLAN VIEW 0 5. A REDUCED PRESSURE DETECTOR ASSEMBLY MAY BE REQUIRED FOR HIGH HAZARD CONDITIONS ACCORDING TO PLUMBING CODE. 6. BEFORE PURCHASE OR INSTALLATION, CONTRACTOR TO CONTACT COUNTY HEALTH FOR THEIR LIST � PLAN, SAW CUT N.T.S. 8" STANDARD CURB MIN. WIRE MESH MIN. I t2" 112 t2" 0 OF APPROVED DEVICES FOR BACKFLOW PREVENTION. 7. DEVICES MUST BE TESTED AND CERTIFIED BY CERTIFIED COUNTY TESTER. CONTACT COUNTY FOR APPROVED LIST OF TESTERS. 8. THRUST BLOCKS SHALL CONFORM TO W-1810. BYPASS METER TO BE VALVES TO BE INSTALLED BY CITY OF CHAINED AND LOCKED BURLINGAME (SEE NOTE IN OPEN POSITION NO. 3 ON SHEET 2 OF 2) MULTIPLE PIPES ELEVATION N.T.S. R 4" DEPTH WIRE MESH 0 6-26-2025 JFG PLANNING COMMENTS-PC-4 5-2-2025 JFG PLANNING COMMENTS-PC-2 g• NON -STORM WATER FROM SYSTEM DRAIN PIPE SHALL BE DISCHARGED DIRECTLY INTO VEGETATED i/4"�/FT OR MATCH EXISTING #3 REBAR -� AREA, OR COLLECTED AND PROPERLY DISCHARGED INTO SANITARY SEWER. NO DIRECT CONNECTION I 4-14-2023 JFG PLANNING COMMENTS-PC-1 SHALL BE MADE BETWEEN THE SYSTEM MAIN DRAIN AND THE SANITARY SEWER. \ n 2-13-2025 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 w�� C) Iz O O o I TYPICAL MATERIAL IS 3" P.V.C. SCHEDULE 40 �\ PIPE INVERT TO MATCH PIPR OR CAST IRON CUTTER FLOW LINE. PIPE TO SECTION A -A BE RECESS 1/4" FROM CURB JUNCTION BOX FACE. (CHRISTY. EQUAL, OR AS APPROVED) N.T.S. NO. DATE BY DESCRIPTION CONST. REVISIONS I 12" MIN 36" MAX EX GRADE CONCRETE BLOCK & FROM a GRINNEL PIPE SUPPORT (FOR �• `° 4" & LARGER VALVES) ° Q `� MAIN ; ° /�\ CONCRETE THRUST BLOCK; (SEE STANDARD DETAIL W-1810 FOR DETAILS) IT IS TUE RESPONSIBILITY OF TUE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARETHEM DOCUMENTSTH EFCONSTRUCTIONECOMEN DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. O MODIFY THE EXISTING 45 DEGREE ANGLE TO WIRE MESH 45' 60• APPROXIMATELY BO DEGREES, THEREBY REDUCINC THE POTENTIAL DAMAGE CAUSED BY VEHICLE #3 REBAR TIRES BUMPING THE CURB. PIPE IN ROLLED CURB N.T.S. DIAMETER PIPE (MAX.) PROJECTNAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME,CALIFORNIA 94010 1, IF CURB FACE IS LESS THAN THE STANDARD 6' DEPTH 6' DEPTH AND THE MINIMUM COVER OF 2-1/2" CANNOT BE ATTAINED, DO ONE OR MORE OF THE FOLLOWING: DRAWING TITLE E L EVAT I O N BINSTALL MULTIPLE LTITI PLE SMALLER DIA. PIPES; �A� CHANGE OVAL PIPE; C INSTALL A #3 REBAR OVER THE PIPE IN THE CURB FACE AREA. t3URLtNC,AME r.. DOUBLE CHECK DETECTOR - NOTES DATE NOV 2007 DRAWING N 0. W-2780 2. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4' MAX. AGGREGATE. WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. 3. ALL CONCRETE SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. SEE SIDEWALK DETAIL DRAWING A-1699. PUBLIC WORKS REQUIREMENTS AND DETAILS DATE ENGINEER DRAWINGNO. DEPARTMENT OF PUBLIC WORKS JOB NO. 2222 DRAWN JFG By, REVIEWED By, JFG AARTASSINK Pw.� 8-28-12 ADDED NOTE 9 REGARDING SYSTEM DRAIN LM DRAWN BY: FNE SCALE: NONE SHEET 4 OF 4 _ BURLINGAME I DOUBLE CHECK DETECTOR (ABOVE GRADE} APPROVED BY DRAWING NO. W-2780 (1 Orr 2) SCALE: ASSHOWN RELEASED TO CONSTRUCTION CHECKED BY: NEP BURLINGAME ll STANDARD CURB DRAIN APPROVED BY DRAWING NO. SW-2 APPROVED BY: DATE 05/D6/2016 DATE REVISION BY APPR. DEPARTMENT OF PUBLIC WORKS DATE 8/17/2006 DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS Geurse Conceptual Desi8ns, Inc. v. LENGTH OF THE RISER AT 45 DEGREES (IN FEET) "L" VERTICAL DEPTH TO LATERAL AT CLEAN -OUT (IN FEET) „D,. TEST PRESSURES MINIMUM OF 4 PSI (IN PSI) SEE NOTE # 1 1 0.7 0.7 2 1.4 1.4 3 2.1 2.1 4 2.8 2.8 5 3.5 3.5 6 4.2 4.2 7 4.9 4.9 8 5.7 5.7 9 6.4 6.4 10 7.1 7.1 11 7.8 7.8 12 8.5 8.5 13 9.2 9.2 14 9.9 9_9 15 10.6 10.6 16 11.3 11.3 NOTE: 1. GROUND WATER IS ASSUMED AT 3'-0" BELOW GRADE. B. AIR TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR MAKING THE TEST, EXCEPT THE PRESSURE TEST GAUGE AIR TEST EQUIPMENT SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL CLEAN PIPE AND PLUG THE LATERAL AT THE BUILDING LINE AND THE CITY CLEANOUT. (IF A CLEANOUT IS WITHIN TWO FEET (2'-0") OF THE BUILDING, THE LATERAL MAY BE PLUGGED AT THE CLEANOUT.) THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE OF THE CITY IN THE FOLLOWING MANNER: AIR SHALL BE SLOWLY SUPPLIED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE. AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STABILIZATION BEFORE PROCEEDING FURTHER. THE RATE OF AIR LOSS SHALL THEN BE DETERMINED BY MEASURING THE TIME INTERVAL FOR THE INTERNAL PRESSURE TO DECREASE FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH IS 10 SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5). 4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN (10) YEARS. IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS EFFECTIVE FOR TEN (10) YEARS. 5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE TESTING AND REPAIRING. THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE SALE. PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER LATERALS AND CLEANOUTS WHICH ARE FOUND TO CONTAIN LEAKS OR SEPARATIONS: LATERALS COVERED ARE FROM THE BUILDING SERVED TO THE CLEANOUT IN THE CITY RIGHT-OF-WAY. THE ORDINANCE ALSO REQUIRES THE TESTING AND REPAIR OF LATERALS PRIOR TO THE SALE OF THE PROPERTY IF THE BUILDING WAS CONSTRUCTED 25 YEARS OR MORE BEFORE THE DATE OF SALE. DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION, TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY. THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE NO. 1329. IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS. IT CAN BE ASSUMED THAT TESTING AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER AUGUST 1986, IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS: 1. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. OBTAINING THE PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL 650-558-7670 TO SCHEDULE AN APPOINTMENT. 2. EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY, IF A CLEAN OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED, THE OWNERS CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT TO THE BUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY. 3. TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST. THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES COULD DAMAGE THE PIPE. A. WATER EXFILTRATION TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH WATER TO A POINT EQUAL TO THE FOUNDATION'S GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE OR THE LATERAL AT THE BUILDING. AN APPROVED BACKWATER VALVE SHALL BE INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY CLEANOUT. A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TO ESTABLISH THE MINIMUM TWO FEET (2'-0") WATER LEVEL. THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE AMOUNT OF WATER LOST SHALL BE MEASURED. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE AMOUNT OF WATER LOST IS LESS THAN FOUR (4) GALLONS. NO INCREASE OR ALLOWANCE IS ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER THAN THE 4-INCH MINIMUM SIZE. SEE STANDARD DRAWING SS-2 (3 OF 5). APPROVED BY DRAWING APPROVED BY DRAWING APPROVED BY DRAWING SEWER LATERAL TEST (AIR) NO. PRIVATE SEWER LATERAL AND TESTING NO. � � PRIVATE SEWER LATERAL AND TESTING NO. BURLINGAME BURLJN6AME BURLINGAME CITY ORDINANCE #1329 PROCEDURE AND REQUIREMENTS PROCEDURE AND REQUIREMENTS lwz DATE SS 2 - DATE SS 2 DATE SS-2 DEPARTMENT OF PUBLIC WORKS 8/17/2006 (4 Of 4) DEPARTMENT OF PUBLIC WORKS 8/17/2006 (2 Of 4) DEPARTMENT OF PUBLIC WORKS 8/17/2006 (1 Of 4) ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE COMPLETE THE "WATER DEMAND WORKSHEET'I FOR DETERMINING THE WATER SERVICE AND METER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF BURLINGAME WEB SITE AT H7TP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: TO IRRIGATION SYSTEM HOSE BIB WITH BACKFLOW PREVENTION VACUUM BREAKER ASSEMBLY TYPE: BRAND: PRESSURE REDUCING MODEL#: VALVE (IF NEEDED) SIZE: HOUSE VALVE SEE NOTE TO FIRE SYSTEM ;7 4 v BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: TR SIZE: MEE CUSTOMER SERVICE SIZE TO BUILDING: PSI CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE: SERVICE SIZE TO WATER METER: R WATER METER SIZE: IN NOTE: 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX TYPICAL RESIDENTIAL WATER SERVICE DETAIL DATE DRAWING NO. BURLINGAME (WITH FIRE SYSTEM) NOV 2012 W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.0 APPROVED BY: DATE REMSIONy 0 m v D m z 0 v C 03 r_ n 0 M x cn m 0 m =i ;0 <D O i �m o� zD Dr Z 0 m mcn I W N D ca i m N v D -D v O m u 1D r. ngwrmrNSIIIIIIIIil USE FIXTURES ALTERNATE 2 USE CLEAN -OUT r7LIVrl I -jr L1 11 1V1 STREET OR ALLEY AREA BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA, OR OWNER MUST INSTALL NEW CITY CLEANOUT. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY. TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY OWNER/CONTRACTOR. AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSEWHERE. PLUG LATERAL AND CLEAN -OUT (PER NOTE 2 ABOVE) ALTERNATE 1 - la. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT 1b. CHECK THE BASEMENT DRAINS OR SUMP PUMP. 1c. REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i.e. ROOF DRAINS AND SUMP PUMP.) 2. FILL FIXTURE UNTIL WATER DOES NOT DRAIN. 3. MARK WATER LEVEL. 4. SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST. 5. WAIT 30 MINUTES AND REFILL TO MARK. 6. TEST PASSES IF WATER REFILLED IS FOUR (4) OR LESS GALLONS FOR FOUR (4-) INCH OR SIX (6") INCH LATERAL. ALTERNATE 2 - 1. INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVELJ. 2. CONTINUE TEST AS IN ALTERNATE 1. 405 ba,1 swater ave. Burlingame, calilornia 94010 tel: 650.703.6197 eanail: j6eurse06niail.com SIGNATURE BOX: NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE: 06, CITY ag 1 dllt I m ❑- 0 0 DESIGNS, INC. U 6-26-2025 JFG I PLANNING COMMENTS-PC-4 5-2-2025 JFG PLANNING COMMENTS-PC-2 4-14-2025 JFG PLANNING COMMENTS-PC-1 2-13-2025 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCH M&1 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS TIDE RESPONSIBILITY OF TIDE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER - DATE PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 2222 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG DRAWING TITLE PUBLIC WORKS REQUIREMENTS AND DETAILS ENGINEER I DRAWING NO. AART ASSINK SCALE: AS SHOWN RELEASED TO CONSTRUCTION PW.2 Geurse Conceptual Desi,gns, Inc. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE Z30/ 024 NOT USLD NOT USED NOT USED NOT USED ^ 1 SCALE=1"=1'-0" 7 It SCALE-NTS SCALE-NTS SCALE=1"=1'r0° • BURLINGAME C A L I F U R N 1 n I � �11 , • NOT USED R NOT USED NOT USED � '� NOT USED 11 SCALE=NTS J SCALE=NTS SCALE=1"=1'r0" SCALE=1"=1'r0" a SLOPE � LANDSCAPING TO U SLOPE 5% AWAY FROM BUILDING FOR DRAIN MIN. 2% I GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR Fiber Ro I t s SE5 POP-UP EMITTER Z `v HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALESMAYBEUSED. USE GRASSY SWALE OR OTHER MATERIALS TO MINIMAZE SEDIMENTS z rr rrr,ir ' Notel 2% VARIES0VARIES \� a y Ik rrrrrrrr� Install fiber roll along ❑level contour. O O O O O O O Y l r r W � I O y y Fiber rolls �p� r / / t _V -�l r rrr r f ,r, , .. r r LINE OF ALL SURFACE WITH FILTER FABRIC �U DRAINAGE r/ r/ / %rrr � � ; �, , O O O O O O LINE PER .%.,r,., y y '""" l,, �O�O�O�O�O�O�I �O PLAN TO rrrrrrl�,�,r�rrrrrr .rrrrr r. � y , ,'rrr'':.'.'J� y Vertical spacing �,�rr'i,','i,'i' III I I STREET BY GRAVITY measured along the y O O O O O O y face of the slope G I O O O O O O O varies between Install a fiber roll near 1D' and 20' ii slope where it transitions I y into a steeper slope � � EARTHEN SWALE DETAIL 6-26-2023 JFG PLANNING COMMENTS-PC-4 O O O O O O O O � O O 5-2-2023 JFG PLANNING COMMENTS-PC-2 SCALE=NTS 4-14-2023 JFG PLANNING COMMENTS-PC-1 FIBER ROLL INSTALLATION N.T.S. 4"DIA SOLID DRAIN PIPE 0. JFG PLANNING DESIGN REVIEW SUBMISSION (MN.2%SLOPE) O O O O O O � � O � O � O � O � O � O � O u 12-112-1-2023 -2022 JFG SCHEME-1 NOTE ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE NO. DATE BY DESCRIPTION CONST. REVISIONS Fiber roll 310 8" min O O O O O O O O O O O O ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT.NOTIFYTHE ENGINEER BEFORE MAKING ANY SLOPE 5% FROM Pe IT IS TI-IE RESPONSIBILITY OF TI-IEFS vatic � o Q Q Q � � � � I I I CHANGES. GROUND TO BOTTOM OF WOOD E E O O O O O SILL CONTRACTOR TO VERIFY ALL N O Q O O O O O O FIELD CONDITIONS AND COMPARE THEM WITH TFIE CONSTRUCTION O SLOPE 5% AWAY FROM BUILDING FOR DOCUMENTS BEFORE COMMENCING GROUND/LANDSCAPE AREAS, OR 2% ACTIVITIES, ERRORS, OMMISSIONS E 3 /4" x 3 /4" O O O O O O O AWAY FROM BUILDING FOR OR ANY OTHER INCONSISTENCIES wood stakes max 4' HARDSCAPE AREAS, FOR TEN FEET FIN. FLR.. UNLESS NOT PRACTICAL LONGITUDINAL DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER spacing SWALES MAYBE USED. PROJECT NAME NEW TWO STORY RESIDENCE ENTRENCHMENT DETAIL 5% NAT. GRD. FOR N. T. S. MR. + MRS. FENG NOTES: 1116 BERNAL AVENUE If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted. BURLINGAME, CALIFORNIA 94010 Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. I DRAWING TITLE ADJACENT GRADE July 2012 California Stormwater BMP Handbook Portal 5 of 5 Construction SEE PLAN SITE DETAILS www.casga.org DATE ENGINEER DRAWING NO. TYPICAL FOUNDATION/GFF / 2222 JOBNO. AART ASSINK PW.,5 SCALE AS SHOWN FINLR ROLL -WATTLE DETAIL DRYWELL r RETENTION WELL GROUND SECTION BRAWN JFG Y. 1 � REVIEWED RELEASED TO CONSTRUCTION SCALE=NTS J SCALE=1"=1'r0° SCALE=1°=1'-0" BY JFG KEYNOTES CONTINUED 17. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH RECEPTACLE LABELED "EV VEHICLE OUTLET" OR, ELECTRICAL VEHICLE SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. 18. 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE PROVIDE 5/8" TYP X" ONEHOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOW DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 19. DECORATIVE CEILING BEAMS. 20. PROVIDE MIN 5/8" TYPE 'Y GYP. BD. ON GARAGE SIDE 21.36" X 36" MIN. LANDING. 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF STONE OR TILE MATERIAL. 24. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY RECEPTACLE WITHIN 3 FEET 25. RECEPTACLE WITH EQUIVALENT CAPACITY WITHIN 3 FEET. 26. NO GAS TO BE PROVIDED FOR DRYER 27. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) MINIMUM 1 KILOWATT PHOTOVOLTAIC SYSTEM INSTALLATION BY APPROVED SOLAR POWER COMPANY. 28. LOCATION OF NEW 200 AMP. ELECTRICAL SERVICE PANEL AND METER INSTALL PER PG&E REQUIREMENTS. 29. LOCATION OF NEW 90 AMP. SUB PANEL. 30. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION 2-10" 30'�32" 272„ 'i LEGEND 5 - - - - - - - - - --- I-HOUR FIRE RATED WALL BETWEEN GARAGE AND I CS -WIN. i LIVING SPACE PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED U WALL AND CEILING PER CODE FOR REQUIRED CIA. 1-HOUR FIRE SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN DASHED. PRIVATE GARAGE SEPARATION FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF o PROJECTION BAY WINDOW ; A MINIMUM 5/8" -INCH TYP'x" GYPSUM BOARD 4 - - - +18" SEAT u � APPLIED TO THE GARAGE SIDE" PROPERTY LINE NOTE EXTERIOR BEARING WALLS T� F LESS THAN FIVE FEET FROM THE PROPERTY LINE 2_6'X5 -6 i WILL BE BUILT OUT OF ONE -HOUR FIRE RATED EGRESSABLE i F W CONSTRUCTION (2019 CBC, TABLE 602.) Q EXTERIOR WALL• 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP lie SIDING / 2 LAYERS OF GRADED' BUILD. PAPER OR QUEENBED BEDR OM N0.1 �I TYVEX O/ PLYWOOD W/ INSULATION PER TITLE 24 �, Q REPORT CLG. HGT. = 9'-0" 1'-0" INTERIOR WALL• 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. PROVIDE 2X6 AT ALL PLUMBING WALLS I 2-6"X5'-6" CSM,I.Ig. I I 2'�5" 4'-0" 2'-Y U-0" I POLLUTANT CONTROL (2022 CGC §4.504) 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE. CONSTRUCTION SITE„ AND UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY ENTER THE SYSTEM 2022 CGC §4504.1 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2022CGC §4504.2.1 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4504.2.2 4. AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2022 CGC §4.504.23 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2022 CGC §4504.2.4 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §4.5043 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITTY THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4504.4 7.HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE. LOW FORMIALDEHYDE EMISSION STANDARDS. 2022 CGC §45045 INDOOR WATER USE (2022CGC §4.505) STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMIBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE 2022 CGC §43033 G D A.G F 60'-4" 21'-21 I 8'-10" I I 3UP 0l0 � I _,I71 U - - - - Jr-RECY�TRi - - - - - LINEOF2NDFLOOR O - - - - - L D.w. I 2,-O,x2, 0„ (4) 5-0" X 8'-ff GI IDER. DR W/ TEMP.GLS. REFRIG98'x24' i CSMT. WIN. F KITCHEN SK „T CLG. HGT. =9'-0" J I 3 U P O F YR LG. HGT. _ .moo ,-„ 2'-6" 6� +8'_6"SOFFIT of T-72" 2-6PKT_ Al 2'-0 X4'-6" I SHOWER CSMT. WIN. ISHOWER � I BATH NO.1 1/2 BATH �A CLG. HGT. = 9'-0" b O CLG. HGT. = 9'-0" FOYER 01 n Ln ° CLG. HGT. = 9-0" of � I 2'-6" PKT. DR rT 2'-6"X5'-6" I csI�IT-wliv. i 7 I "' I C I V c BEDROOM NO.2 ^ram 3 UP 1�2 /OFFICE LINEOF2NDFLOOR CLG. HGT. = 9'-0" �bLv CHAISE 2'-0"X5'-6" 2'-0"X5'-6" _uL 6TWR3TD COMBO COMBO X3TH I CSMT. WIN. CSMT. WIN. I COVERED POR H zoi --------------- coUU 3UP I I I I I I 14'-22" I I 1 I I z L l E +36" ISLAND I � L - - - S jOO RAGE T BELOW I - I MUD RM. ° 2'-o'X4'-6" CLG. HGT. =9' 0" I CSMT. WIN. TEMP. GLS I U r I I Ell FROJ LOAD 101� I I WAIHER 2 1707" UP I L J- J PI UNDRY - L- - - - - - - - - I CLG. HGT. =9'-0" I FR LOAD +6.6'SOFFIT �4 I HER F_+__�_ _� I I I I I X6 \I I IL -J FTFliII / 1 STORAGE =` L I �}ffA� REFRIG STORAGE CABINET +&-6'SOP TT - - - - 1 9'-112" --'�Ur'-'��r'-'- -1 VV-`t A nB nc 14'-22" FIRST LEVEL FLOOR PLAN 21'-5" MIN. CLEAR I XXX ATTIC ACCESS L- - - __1 -CAR GAR, CLG. HGT. = 9' LINE OF 2ND FLOOR I - i (N)8' 67C8' 0"GARAGEDRTEMP.G - - (N)8'-6"X8'-0"GARAGEDRTEW.GLASS I I l - I - - - - - - - - - I G A.G I 21'-10" FLOOR PLAN KEYNOTES 1. KITCHEN NOTES • -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE18 GCUYSC Conceptual DeS16nS, Inc. GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM 2022 CGC §4303.1.4.4 ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 bagswater ave. CHOSEN BY OWNER. CONTRACTOR INSTALLED. Burlingame, California 94010 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY tel: 650.703.6197 OTHERS. CONTRACTOR INSTALLED 1111111 e:mail: jgeurse%mail.com 3. LINE OF SECOND LEVEL FLOOR SIGNATURE BOX: 4. LINE OF SOFFIT, TYPICAL @ 8'-6 NAME JESSE GEURSE 5. BATHROOM NOTES ' • -MECHANICAL VENTILATION @ BATHROOM BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF NO: 22811, EXPIRATION DATE 06/30/ 024 OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5/AIR CHANGES/HR • -ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. • -PLUMBING WALL PROVIDE 2"X 6" STUD WALL BEHIND PLUMBING FIXTURES. • THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT EXCEED 1.28 GAL / FLUSH. 2022 CGC §4303.1.1 • -FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES WITH ONE FULL FLUSH. • -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 PSI. 222 CGC §4303.13 G • MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM, AT 60 PSL 2022 CGC §4303.1.4.1 • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL 'HAVE ALL REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC §4303.1.4 • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY CONTROL MEETING REQUIREMENTS OF CGC SECTION 4.506.1. • -BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS B U R L I N G A M E WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT A t �Z N FINISH. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE WALLS TO UNDERSIDE OF CEILING , 3 -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR 11 i " • '• CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, • PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS SUCH AS WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. SCALE 1/+'=1'-0" 6. BEDROOM NOTES • " WINDOWS AT BEDROOMS (EGRESS): • MIN. CLR OPENING, 5.7 SQ. FT. • MIN. CLR HEIGHT. 24" • MIN. CLR WIDTH, 20" • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED FLOOR • "LIGHT AND VENTILATION @ BEDROOMS. NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT.) • "SMOKE DETECTORS: REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY LOCATED IN THE WALL OR CEILING IN' CORRIDORS PROVIDING ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL AREAS OF THE BUILDING OR BE Q INTERCONNECTED.SMOKE DETECTOR SHALL BE 0 CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY 0 BACKUP. Q 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. 0 8. 3" THRESHOLD AFTER FINISH MATERIAL. 0 • -THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 0 THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING AND NOT MORE THAN I" AT THE DOORS SWINGING OVER A LANDING. 0 9. TEMPERED GLASS SHOWER ENCLOSURE 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 Q II.ALL DOORS AT 8'-0" HIGH. TYP. 6-26-2023 JFG PLANNING COMMENTS-PC-4 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A 5-2-2023 JFG PLANNING COMMENTS-PC-2 DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE 4-14-2023 JFG PLANNING COMMENTS-PC-1 DISHWASHING MACHINE. CPC SECTION 807.4. 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 13. POLE AND SHELF. 12-1-2022 JFG SCHEME-1 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER NO. DATE BY DESCRIPTION CONST. 15. FIREPLACE NOTES • PREFAB ELECTRIC METAL FIREPLACE REVISIONS MANUFAC: CONSULT OWNER ON DESIGN MODEL: TBD. VERIFY FOUNDATION WITH MODEL TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. ITIS THE RESPONSIBILITY OF TIDE CONTRACTOR TO VERIFY ALL 'r CONSULT OWNER ON DESIGN EL�DI CONDITIONS COMPARE O • - NON-COMBUSTIALE HEARTH: FF WTrH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING • --CONTRACTOR TO VERIFY WITH MANUFAC, SPEC. FOR ALL REQ. ROUGH OPENING FOR UNIT PRIOR FRAMING. • ANY GAS FIREPLACES SHALL BE A ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DIRECT-VENSEALED-COMBUSTIBLE TYPE • -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE SECTION 4503.1 PROJECT NAME NEW TWO STORY RESIDENCE FOR MR. + MRS. FENG 16. STAIRCASE NOTES 1116 BERNAL AVENUE -STAIRWAY: BURLINGAME, CALIFORNIA 94010 PROVIDE I LAYER 5/8" TYPE X" G.WB. AT ALL WALLS AND SOFFIT FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. DRAWING TITLE • ~ TOP OF RAIL 034"TO 38" ABOVE,TREAD NOSING. ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER, FIRST LEVEL FLOOR PLAN AND SHALL TERMINATE IN A NEWEL POST OR WALL DATE ENGINEER. DRAWING NO. HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL I -1/2"MIN. TO 2" MAX. MIN. 1-1/2" CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, 2222 HART ASSINK SCALE: AS SHOWN SEEGUARDRAIL • "GUARDRAIL @ 42" ABOVE FINISH FLOOR JOB NO. DRAWN JFG A.1 HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL: 1-1/2" MIN. TO 2" MAX. BALUSTERS SPACING NOT TO EXCEED 4" O.C. BY: REVIEWED BY: JFG RELEASED TO CONSTRUCTION RESIDENCE LOT COVERAGE EXISTINGLOTAREA 9,006 SQ.FP. I GCUYSC Conceptual DeS16nS, Inc. BAYWINDOW AREA EXEMPT PER SECTION C (SHOWN VERTICA] FIRST LEVEL FLOOR AREA (SHOWN HATCHED)=1,933S.F. 1 I.F. COVERED PORCH AREA EXEMPT MAXIMUM LOT COVERAGE: 9,006 SQ. FT. X 40% = 3,602 SQ. FT. PROPOSED LOT COVERAGE: RESIDENCE + ATTACHED GARAGE =2,473 SQ. FT = TOTAL LOT COVERAGE = 27 CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE. 32 PERCENT X 9,006 SQ. Fr. =2,881 + 1,100 = 3,981 SQ, FT. FLOOR AREA CALCULATION GARAGE LEVEL FLOOR PLAN: TOTAL: 433 SQ. Fr. FIRST LEVEL FLOOR PLAN: TOTAL: 1,933 SQ. Fr. SECOND LEVEL FLOOR PLAN: TOTAL: 1,614 SQ. Fr. TOTAL FLOOR AREA = 3.980 S.F.: COVERED PORCH: EXEMPT TOTAL: 91 SQ. Fr. 405 bagswater ave. Burlingame, california 94010 tel:650.703.6197 eana.I: jgeurse%mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURIJNGAME BUSINESS NO: 22811, EXPI ATION DATE 06, CITY O 1 '�I01 U DESIGNS, INC. / \ 1 6-26-2023 JFG_ PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. I DATE 1 BY DESCRIPTION CONST. REVISIONS ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALJ_ IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME I I I I NEW TWO STORY RESIDENCE FOR MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 A B C k Cj DRAWING TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN DATE 2222 JOB NO. DRAWN JFG BY: ENGINEER. I DRAWING NO. AART ASSINK FIRST LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4"=1`r0" REVIEWED BY: JFG SCALE: AS SHOWN RELEASED TO CONSTRUCTION AISF KEYNOTES CONTINUED FLOOR PLAN KEYNOTES GCUrse Conceptual Desi hiC. 7. LOCATION OF ELECTRICAL VEHICLE INSTATION. 2 INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A 1. KITCHEN NOTES • -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE1.8 ns, RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM RECEPTACLE LABELED TV VEHICLE OUTLET" OR, ELECTRICAL VEHICLE 2022 CGC §4303.1.4.4 SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 Bayswater ave. CHOSEN BY OWNER. CONTRACTOR INSTALLED. Burlingame, California 94010 18. 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE tel: 3.6197 PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED WALL PER CODE FOR 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY ail: j8 urseg email: jgeurse@gmail.com REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHO OTHERS. CONTRACTOR INSTALLED DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 3. LINE OF SECOND LEVEL FLOOR SIGNATURE BOX: 19. DECORATIVE CEILING BEAMS. 4. LINE OF SOFFIT, TYPICAL. @ 8'-6 NAME JESSE GELIRSE 20. PROVIDE MIN 5/8" TYPE °X" GYP. BD. ON GARAGE SIDE 21.36" X 36" MIN. LANDING. 5. BATHROOM NOTES ' • -MECHANICAL VENTILATION @ BATHROOM 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. LJC FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF NO 22811, EXPIRATION DATE OS 024 STONE OR TILE MATERIAL OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR 23. DECORATIVE BOX IN RIDGE BEAM OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM 24. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY CAPABLE OF PROVIDING 5/AIR CHANGES/HR RECEPTACLE WITHIN 3 FEET • -ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. . 25RECEPTACLE WITH EQUIVALENT CAPACITY WITHIN 3 FEET. G • PLUMBING WALL PROVIDE 2'X 6" STUD WALL BEHIND PLUMBING 26. NO GAS TO BE PROVIDED FOR DRYER A6 FIXTURES' 27. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) MINIMUM 1 60, J4" • -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT KILOWATT PHOTOVOLTAIC SYSTEM INSTALLATION BY APPROVED EXCEED 1.28 GAL / FLUSH. 2022 CGC §4303.1.1 SOLAR POWER COMPANY. 13'-92" 25'-7" � � 20'-112" � • FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES 28. LOCATION OF NEW 200 AMP. ELECTRICAL SERVICE PANEL AND 1 WITH ONE FULL FLUSI L METER INSTALL PER PG&E REQUIREMENTS. 15' 3" 10'-4" 9'-2-" 11'-9" i 29. LOCATION OF NEW 90 AND. SUB PANEL 1 1 Af 5 "� • -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 0.125 GAL /FLUSH. 2022 CGC §4303.1.2 30. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION PSI. 222 CGC §4303.13 I � - - - - I - - - - - - - - - - - - - - - - - 7 G • MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM, AT 60 PSI. 2022 CGC §4303.1.4.1 c , LEGEND _ _ - - - _ _ _ _ • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL 'HAVE ALL LISTED THE PI ANS;1.2 FOR FAUCETS P REQUIRED STANDARDS ON GPM E "X 8'-0"GLIDER . DR W TEMP. GLS. ? 2'-0'X4'-6" i 6d CSMT. WIrI. i ��°w � AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC §4303.1.4 • BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE ti° �c•, � ,��„ OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY PROVIDE 5/8" TYP X"ONE-HOUR FIRE RATED ~lam ��c' r �; 1'-6 X2'-0" o CONTROL MEETING REQUIREMENTS OF CGC SECTION 4.506.1. WALL AND CEILING PER CODE FOR REQUIRED ti �a TowF� s I� BATIK N0.4 • -BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS B U R L I N G A M E 1-HOUR FIRE SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN DASHED. a �I� � � - - - - El i � WITH INSTALLED SHOWER HEADS AND IN SHOWER � A � ,: � ,Z N PRIVATE GARAGE SEPARATION FROM THE o U I OOM N '-6" °b COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF .G IB I ,.� � CL . VOL �L b d" •-~ FINISI1 SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE • � � A MINIMUM 5/8 " TYP X" GYPSUM BOARD I ; -INCH _ _ _ _ _ _ SHOWER WALLS TO UNDERSIDE 0 'CEILING , APPLIED TO THE GARAGE SIDE" F1`�° I I 1'-6'X2'-0" � - - - - - - _ _ '�j • FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR 1 • 14A " " A . ✓ CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, • PROPERTY LINE NOTE EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE KING BED 2-p"X3-p ! TEMP. GLS. I PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER REINFORCED GYPSUM BACKERS SUCH AS ` - • - . WILL BE BUILT OUT OF ONE -HOUR FIRE RATED �ME' IN.I EGRESSABLE �• WONDER -BOARD, HARDI-BACKER DENS SHIELD OR EQUIVALENT. CONSTRUCTION CBC, TABLE 602.) cioniFs d� I (2019 �7F - NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. �I0 § EXTERIORWALL 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP � E5I Ll �r W.I.C. g "G � Q � 1'-6 X2'-p° o O AWN. WIN. �, I Q� BED SIDING / 2 LAYERS OF GRADE D' BUILD. PAPER OR '"��" BEDROO NO.4 6. BEDROOM NOTES TYVEX O/ PLYWOOD W/INSULATION PER TITLE 24 CLG. H =VOLUME / °d� L • y WINDOWS AT BEDROOMS EGRESS. REPORT . DRESSER - - / -QU]CLOTfiFS- - I �; • MIN. CLR OPENING, 5.7 SQ. FT. INTERIOR WALLU DN I �' • MIN. CLR HEIGHT. 24" 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. LINE OF CLIPPED 7'-0" C G. � � � � MIN. CLR WIDTH, 20" • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED PROVIDE 2X6 AT ALL PLUMBING WALLS. c•, 2'-0"X3'-0" iELI] ❑ - - - ING ELEC � �I FLOOR (p CSMT. WIN. I 6� 1" 1 EGRESSABLE 5'-22" 3'-0" � 7'-72" / 4'-112 10'-102" 5'-7" �Tj �_-_ -1 "LIGHTANDVENTILATION @BEDROOMS: i @7" DN F_ NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH I T I AN AREA OF NOT LESS THAN I/10 OF THE FLOOR AREA (MIN.10 SQ. �• li i SKYLIIE I� I FURNACE I L - - J i I FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OARF�AINMIN�QHF�f AREA OF NOT LESS THAN I/2oOFTHE FLOOR POLLUTANT CONTROL ----� 7TowELs -1 (2022 CGC §4.504) - - - - - - - - - • "SMOKE DETECTORS: sriowEit tUB BATIK CLG. HGT. ? �� r• - - - - - - - - - - - - - - 2_G"X4' G" DECORA REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE o r. NO.2 ? i ' / d� A C LOCATED IN THE WALL OR CEILING IN' CORRIDORS PROVIDING CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC �, _ _ WINDCPW ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET 2'-0"X4'-0" csM:I..-wlir. i CLG. HGT. _? � �� BATIK N0.3 � � LAUND. I BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. 0 METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY _ n SKYLITE EGRESSABLE _ I W.I.C. R STORAGE CLOS. - CLG. HGT. _ ? ATTIC JG. HGT. =AT T-0°MAXALL SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN AREAS OF THE BUILDING OR BETO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY "UNHNISANDUSEDFORSTORAGEONLY" Q T-0" 5-6" 2'-6" L - - -1- - INTERCONNECTED.SMOKE DETECTOR SHALL BE ENTER THE SYSTEM 2022 CGC §4.504.1 SHOWER I � �;� ry�o 0 L - - - SCACILABLE I � I I CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY Q IwASFiERnRYER, I 0 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL SUNDRIES I BACKUP. FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITYt LINE OF CLIPPED T-0" CLG. MANAGEMENT DISTRICT STANDARDS. - 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. 0 2022CGC §4.504.2.1 - - - - - - - od• - - - - - - - - - - - - �V 8.3" THRESHOLD AFTER FINISH MATERIAL 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. - - --D- - - _ 10'-11, - - - - 1 I • -THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 2022 CGC §4.504.2.2 4'_6 DR 4'-6" DR _ LOTA4GE 4'_6" DR 4'-6" DR THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT 4. AEROSOL PAINTS AND COATINGS WILL MEET THE - - CLG. HGT. _? WIN Ll � WIN THE DOORS S GING OVER A LANDING. 0 PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. GRESSABLE EGRE ❑ _ _ _ _ _ _ _ _ I '" 9. TEMPERED GLASS SHOWER ENCLOSURE Q 2022 CGC §4 504.23 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH b� BEDROO N0.3 - - - - - - BEDRO M CLG. HG . =VOLUME CL . HGT. NO.5 =VOLUME[] q 0 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 ILALL DOORS AT 8'-0" HIGI� TYP. 6-26-2023 JFG PLANNING COMMENTS-PC-4 MATERIALS. CGC §4.504.2.4 QUEENBED � z `4 ID ca QUEEN BED fl�� w rOu 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A5-2-2023 JFG PLANNING COMMENTS-PC-22022 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT �b� 1g 6 � - v - - - - - - - - - - - - - - - - - - - - - - - - - n - - - G DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE 4-14-2023 JFG PLANNING COMMENTS -PC -I 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION REQUIREMENTS. 2022 CGC §4.5043 DISHWASHING MACHINE CPC SECTION 807.4. 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE i 2'-6 X4'-6" 2'-6'X4'-6" CSMT.-WIN. i CSMT. WIN. CSMT. WIIv. 2'-6 X4'-6" CSMT. WIIv. �� 13. POLE AND SHELF. 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE EGRESSABLE I EGRESSABLE EGRESSABLE EGRESSABLE Ll 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 15. FIREPLACE NOTES 2022 CGC §4.504.4 - - - - - - - - - - - - - - - -i - - 1 • "PRE-FAB ELECTRIC METAL FIREPLACE REVISIONS z L MANUFAC: CONSULT OWNER ON DESIGN THARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY IO I MODEL TBD. VERIFY FOUNDATION WITH MODEL TT IS TI-IE RESPONSIBILITY OF THE FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WTTH THE TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONTRACTOR TO VERIFY ALL LOW FORMALDEHYDE EMISSION STANDARDS. IO OI G CONSULT OWNER ON DESIGN FIELD CONDITIONS AND COMPARE O 2022 CGC §4.504.5THEM U U A 6 • NON-COMBUSTIAI E HEARTH: WITH THE DOCUMENTS CONSTRUCTION BEFORE COMMENCING • CONTRACTOR TO VERIFY WITH MANUFAC; SPEC. FOR ALL REQ. ACTIVITIES, ERRORS, OMMISSIONS ROUGH OPENING FOR UNIT PRIOR FRAMING. OR ANY OTHER INCONSISTENCIES • ANY GAS FIREPLACES SHALL BE A DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER 5 -71 " DIRECT-VENSEALED-COMBUSTIBLE TYPE • STOVE STOVE 2 10'-2" G'-02" PHA�ID PROJECT NAME EPA EMISSIONOL LIMITS PERCGC 4503.1 AND PER CODEUS NEW TWO STORY RESIDENCE 1 1 14'-22" 10`-1" 14'-22" SECTION 4.503.1 FOR 21'-10" MR. + MRS. FENG 16. STAIRCASE NOTES 1116 BERNAL AVENUE 60'"4" 0 STAIRWAY: BURLINGAME, CALIFORNIA 94010 PROVIDE 1 LAYER 5/8" TYPE X" G.W.B. AT ALL WALLS AND SOFFIT DRAWING TITLE A B C E G FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. `/` < • -' TOP OF RAIL 034" TO 38" ABOVE,TREAD NOSING. INDOOR V `IA1 �R U,,L (2022C��C §4•�0�) ONE RAIL TO EXTEND 6"BEYOND TOP AND BOTTOM RISER SECOND LEVEL FLOOR PLAN AND SHALL TERMINATE IN A NEWEL POST OR WALL STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. I )ATE ENGINEER. DRAWING NO. FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH TO 2" MAX THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE MIN. 1 -1/2"CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, 2222 AART ASSINK SCALE: AS SHOWN REFERENCED IN TABLE 1701.1 OFTHE CALIFORNIA SEEGUARDRAIL JOB NO. A.2STANDARDS PLUMBING CODE 2022 CGC §43033 • y GUARDRA II. @ 42"ABOVE FINISH FLOOR DRAWN JFG HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" BY: RELEASED TO SECOND LEVEL FLOOR PLAN SCALE 1/4"=1`_0"� MAX. BALUSTERS SPACING NOT TO EXCEED 4" O.C. REVIEWED CONSTRUCTION CONSTRUCTION RESIDENCE LOT COVERAGE GCUYSC Conceptual DCS1811S, 111C. EXISTINGLOTAREA 9,006 SQ.FF. MAXIMUM LOT COVERAGE 9,006 SQ. FT. X 40% = 3,602 SQ. FT. 405 bayswater ave. Burlingame, california 94010 lim PROPOSED LOT COVERAGE RESIDENCE + ATTACHED GARAGE =2,473 SQ. FT = TOTAL LOT COVERAGE = 27 % tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAMEBUSINESS LIC E: GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 024 BURLINGAME ALLOWABLE 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE 32 PERCENT X 9,006 SQ. FT. =2,881 + 1,100 = 3,981 SQ, FT. D F FLOOR AREA CALCULATION GARAGE LEVEL FLOOR PLAN: TOTAL: 433 SQ. FT. FIRST LEVEL FLOOR PLAN: 5 F� —'—'—' —'—'—� --------------------------- ' � - I TOTAL: 1,933 SQ. FT. SECOND LEVEL FLOOR PLAN: i TOTAL: 1,614 SQ. FT. TOTAL FLOOR AREA = 3,980 S.F.: p _ A I i BURLINGAME r I G _ L L COVERED PORCH: EXEMPT TOTAL:91 SQ. FT. CA L I F I I U RN I n it - - - - - - - 3 � I SECOND LEVEL FLOOR AREA (SHOWN HATCHED H,614 S.F. w. D O I - - - I C H =V N _ 4qz— — tj LINE OF CLIPPED 7'-0" C G. � IG 17 "DN Euc HEATPUMP FURNACE -J - I G. I T. _. / -------------------------- I i 2 CL . -IG . ? I I — E S. S G. ATTIC CLG. HGT�. "UNFINISHED AND USED FOR STORAGE ONLY" I Q Q — LINE OF CLIPPED T-0" CLG. Q Q I I I L I O O O I 0 6-26-2023 JFG PLANNING COMMENTS-PC-4 G. T. - OL C H =V 5-2-2023 JFG PLANNING COMMENTS-PC-2 2 4-14-2023 JFG PLANNING COMMENTS-PCI 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION I i I 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. - - - - - - - - - - - - _ _ _ _ -i REVISIONS ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. O z PROJECT NAME NEW TWO STORY RESIDENCE FOR MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE A B C E G SECOND LEVEL FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2222 JOB AART ASSINK A.2.SF SCALE: AS SHOWN DRAWNWN JFG BY- REVIEWED BY. JFG RELEASED TO CONSTRUCTION SECOND LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4 -1-0 ROOF PLAN KEYNOTES 1 Gears � Conceptual DeS1811S, I11C. 1. ASPHALT- 80 COMP. SHINGLES- CLASS W RATING O/ 2 LAYERS OF 15# FELT OR I LAYER OF 30# FELT. 2. GUTTERS: SIZE: 5"" OG - DOWNSPOUT: 4" SQ. TIE INTO DRAINAGE LINE TO DAYLIGHT . 405in8ame THROUGH STREET CURB. CONSULT. PUBLIC WORKS FOR ALL REQUIRED PERMITS FOR WORK WITHIN CITY RIGHT OF WAY. califoer Bl:6,50703.califomia94010 1i te1:650.703.6197 3. DOWNSPOUT LOCATION. SEE SITE PLAN a email: j8eurse@8mail.com 4. ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 GA G.I. SIGNATURE BOX- FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. NAMEJESSE GEURSE 5. LINE OF WALL BELOW EAVE AND RAKE. , 6. DECORATIVE CUPOLA PRE MANUFACTURED UNIT TYP. OF 2 CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. 7. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. NO 22811, EXPIRATION DATE 06/30/ 024 SEE TITLE 24 REPORT AND SHEET T.0 8. LOW PROFILE SKYLIGHTS. FRAME TO MATCH ROOF IN COLOR D 6 A6 I I F 3 2 I I 3 - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - G 5 _ 3 L \zj3 wl 0l I • • I I —�I I I PLIGHT SOLAR PANEL � I BURLII`IGAME - - - F• —L-----I— soLARI PANEL of I Cl 3 C A L I 1 U IZ N I n I� E SLOPE 6512_0 LOPE 6.512 > ' ` --C-MCI&T--- — — — — — — — -• - . w 7 PANEL I 3 O T I RIDGE E SLOPE 12:12 ♦ ♦SLOPE 12:12 > SOLAR o PANEL �I T WI �I I �II o w_SLO E 12:11 8 O I �♦ — PITCH BREAK — 6 RID E I 2 A O A 4 I I w W I PITCH BREAK I PITCH BREAK I TI 0 8 I of I 0 o I I of I A RI E �w L I 0 5 E SLOPE 12:12♦ c? SLOPE 12:12 > E SLOPE 12:12♦ c? SLOPE 12:12 6-26-2023 JFG PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 28 I I I 3 4-14-2023 JFG PLANNING COMMENTS -PC -I AD.3 �t 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 wI � 2 3 NO. DATE BY DESCRIPTION CONST. 3 - - - - - _ _ _ _ REVISIONS ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL 29 6 FIELD CONDITIONS AND COMPARE O TYR AD3 A 6 THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING 3 2 ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE FOR MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE A B C E G ROOF LEVEL PLAN DATE ENGINEER. DRAWING NO. 2222 AART ASSINK SCALE: AS SHOWN JOB NO. A.5 DRAWN JFG BY' RELEASED TO ROOF LEVEL PLAN REVIEWED JFG CONSTRUCTION SCALEI/4"=11_0" ELEVATION -KEYNOTES 1. ASPHALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. 1 2 3 G • - MANUFACTURER. GAP, TIMBERLINE 0 -SIZE:: SEE DETAIL • -PRODUCT: HDZ BARKWOOD LAMINATED HIGH DEFINITION • -COLOR GRANT GRAY (HDC ASPHALT SHINGLES . -PAINT MANUFAC; BEHR OR EQUAL GConceptual Desi 11s, I11C. CLlYSC� 011CC�-AC-19) p • STYLE HIGH DIMENSIONAL • -COLOR BLACK/GRAY MIXTURE 11. DECORATIVE BALCONY GUARDRAIL 405 bayswater ave. 2. EXTERIOR FINISH • - 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" Burlingame, California 94010 likk STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH SQAURE WELDED WIRE MESH. tel: 650.703.6197 OVER TYVEX OVER PLYWOOD • -SIZE 42" ABOVE DECK FINISH FLOOR email: jgeurse@gmail.com • -TEXTURE SMOOTH • -MATERIAL: EXTERIOR PAINT GRADE SIGNATURE BOX: • -COLOR SMOKY WHITE (BWC-13) • COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL NAME JESSE GEURSE OVERALL RIDGE ' 3 _ _ _ _ - OVERALL RIDGE - _ _ . 3' 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL 12. THIN SET STONE VENEER • -MATERIAL: METAL / ` - • -FINISH: KYNAR • -SIZE 2" THINK PANEL VENEER • -MATERIAL: CANYON CREEK CTTY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. / / / `\ \ •LULLLL STYLE AS SHOWN • -COLOR CANYON CREEK NO: 22811, EXPIRATION DATE 06/30/ 024 I / \ / / / ` � \ I I I • -COLOR DARK GRAY • MANUFACTURER PENINSULA BUILDING / / / \ ` U 1 • -CORBEL: DECORATIVE PER DETAIL MATERIAL, CO. / II TEL (650) 365-8500 / r / I \ \ \ \ \ ` \ � � / / \ / FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 109 SEAPORT BLVD. REDWOOD CITY ' i / / \ \ 1 // / \ ` • -SIZE: EAVE 2X6 WITH 2" RUNNER • -SIZE RAKE 2X8 WITH 2" RUNNER CA 94063 - - ' / / \ \\ / / \ `\ - STAIRWELL DBL TOP PLATE AT DORMER . -MATERIAL: WOOD, / • -COLOR GRANT GRAY (HDC-AC-19) 13. DECORATIVE WOOD KNEE BRACES DBL TOP PLATE AT DORMER , - ' / / / \ \ / / \ `\11 111111 11 L -- -PAINT MANUFAC; BEHR OR EQUAL • -MATERIAL: WOOD T.O. DOORS + WINDOW \ \ \ / \ \It I I F411 F11 T.O. DOORS +WINDOW 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER • PAINT MANUFAC BEHROR EAQ UAL • SIZE PER DETAIL I I I 6.-TRIM HEAD AND JAMB SURROUND: \ • SIZE 1 X 3-1/2" 14. WOOD SQUARE COLUMNS ao 0 12 / ` \ / r ` ` ` \ 1 1 • CAP SIZE 1" X 2" WITH METAL DRIP . SIZE 14" SQUARE WITH BASE AND CAP 125 / / \ \ / r `17 / \ 12 \ \ I✓ • SILL SIZE 1" X 2" SILL WITH 1" X 4" APRON • -COLOR. SMOKWHFFE (BWG13) / / / \ \ r / \ 125 n • STYLE TRADITIONAL J bc� / \ / 12 _COLOR- GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL / \ LiLLU / `\ 65 • -PAINT MANUFAC; BEHR ORE UAL EXTERIOR DOORS AND WINDOWS: SECOND LEVEL FIN. FLR %' / _ - - % ' u \ \ r / r \ ` , - - SECOND LEVEL FIN. FLR • EXTERIOR: ALUM CLAD. COLOR DARK GRAY 15. ALUMINUM CLAD GARAGE DOOR I / X 1 \ \ / \ / i ` �� - - - DBL TOP PLATE - - - • -SIZE 14" SQUARE WITH BASE AND CAP • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • -MATERIAL: PARTICLE WOOD COMPOSITE - / / / / I / r - I - - - - - \ \ \ \ ` ` ` \ I I T.O. DOORS + WINDOW • ~INTERIOR PRIMED, PAINT READY. • DOOR AND WINDOW REP` DOOR AND WINDOWS TO BE MANUFAC; . -COLOR SMOKY WHITE (BWC-13) • -PAINT MANUFAC; BEHR ORE UALQ • BY MARVIN, INTEGRITY OR EQUAL • -SEE SHEET ADFOR TYPICAL DOOR AND WINDOW DETAILS. 16. RECESSED STUCCO NICHE 1 .2 • -SIZE 4"X16" 0 1 I 1 1 4 0 BURLINGAME 0 00 7. GUTTERS AND DOWNSPOUTS • MATERIAL GALVANIZED 17. ALUMINUM CLAD ENTRY DOOR C A L I F U R N I n • -COLOR GRANT GRAY (HDC-AC-19) . -MATERIAL INTERIOR WOOD • -PAINT MANUFAC; BEHR OR EQUAL . -COLOR SMOKY WHITE (BWC-13) I • SIZE OF GUTTER: 5" DECORATIVE O.G. • PAINT MANUFAC; BEHR OR EQUAL �' • -SIZE OF DOWNSPOUT. 4" DIA. FIRST LEVEL FIN.FLR = 54.75' _ - 1 - - FIRST LEVEL FIN.FLR = 54.75' - _ 8. METAL CUPOLA SHROUD WITH VENT CAP • INSTALL HEIGHT PER MANUFACTURERS • 18. DECORATIVE SHED DORMER • . • _ • _ L J� - REQUIREMENTS • --COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN IN ELEVATION. AVERAGE TOP OF CURB = 5052` • 9. WOOD TRIM BOARD HEADER • -SIZE-3-1/2" • --COLOR GRANT GRAY (HDCGACGI9) • -PAINT MANUFAC; BEHR OR EQUAL 2-PROPOSED RIGI-iTSIDE EAST ELEVATION SCALE 1/4"=1_or, A B C E G A.6 13 1 8 , 8 0 28 15 0 AD.3 AD.2 � 0 OVERALL RIDGE 80.43 - - - - - - - 30'-0" MAX OVERALL RIDGE HEIGHT ABOVE T.O.C. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVERALL RIDGE = 80.43' - - - - 0 = \ 29 LH / / \ \ i y 12 / r \ \ / r \ \ Q r r \ \ I 4 DBL. TOP PLATES DECLINING EIGHT _ _ - 7 T.O. DOO S_+ WINDOWS _ I I I 18 6-26-2023 JFG PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 o in oF ti F 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 00 ti 7 I I I ti II I I 12-1-2022 JFG SCHEME-1 I I ITT d b NO. DATE BY DESCRIPTION CONST. REVISIONS l 1 ti SECOND LEVEL FIN. FLR 45� \ \ - SECOND LEVEL FIN. FLR - DBL. TOP PLATE - 30� 31 L\ 45T TT IS TI IERESPONSIBILITY OF TI IE T.O. DOORS + WINDOW - DECLINING HEIGHT DEPARTURF� CONTRACTOR TO VERIFY ALL j 14 17 1 1 6 FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING O AD.2 AD.2 13 ACTIVITIES, ERRORS, OMMISSIONS o 11F OR ANY OTHER INCONSISTENCIES Wz 15 27 o a � b 4 0I AD.2 AD.2 � I I � � I IF I I o DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER G' co o PROJECT NAME 0 6 1 15 NEW TWO STORY RESIDENCE 1 [[a ] LLUI L101 111 BERNAL AVENUE FIRST LEVEL FIN.FLR = 54.75' -ING - - 1:1 El.13 FIRST LEVEL FIN.FLR = 54.75_' BURLINGAME, CALIFORNIA 94010 DRAWINGUTLE AVERAGE NAT. GRADE = 52.60' _ _ _ _ _ - _ _ - - I - GARAGE SLAB HN.FLR EXTERIOR ELEVATIONS AVERAGE TOP OF CURB = 5052' 7'-8" AVERAGE _ _ _- 25 1G 12 14 16 5 10 I AVERAGE NAT. GRADE = 50.80` AVERAGE TOP OF CURB = 5052' - - - - - - �_ _ _ _ _- DATE ENGINEER. DRAWING NO. AD.2 AD.2 6 2222 AART ASSINK SCALE AS SHOWN A.6 JOB NO. DRAWN JFG A.4 BY. RELEASED TO 1-PROPOSED FRONT -SOUTH ELEVATION SCALE:1/4"-1'_0" REVIEWED JFG CONSTRUCTION 00 Q� OVERALL RIDGE = 80.43' — DBL TOP PLATE AT _ STAIRWELL DORMER T.O. DOORS + WINDOW — o T.O. BALL. GUARDRAIL _ — i✓ T.O. DOORS + WINDOW — FIRST LEVEL FILAR R. = 54.75' — OVERALL RIDGE = 80AY - SECOND LEVEL FIN. RR DECLINING HEIGHT DEPARTURE, - FIRST LEVEL FIN.FLR = 54.75' — GARAGE SLAB FIN.FLR — I A I MD A f r. M A T f1D A TlA _ F.A QA' �I oi IFII II II uII I II FF IF [bF-- _L - 4-+ II II II II II II II II II II II REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. 4-PROPOSED LEFTSIDE WEST ELEVATION SCALE:1/4"=1'-0" G F 6 D B A A.6 AVERAGE TOP OF CURB = 50.52'& 12 12, ELEVATION —KEYNOTES 1. ASPIJALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • MANUFACTURER GAF, TIMBERLINE . -SIZE:: SEE DETAIL • --PRODUCT.. HDZ BARKWOOD LAMINATED HIGH DEFINITION • -COLOR GRANT GRAY (HDC-AC-19) ASPHALT SHINGLES • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE HIGH DIMENSIONAL • -COLOR BLACK/GRAY MIXTURE 11. DECORATIVE BALCONY GUARDRAIL 2. EXTERIOR FINISI-1 • - 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH SQAURE WELDED WIRE MESH. OVER TYVEX OVER PLYWOOD • -SIZE. 42" ABOVE DECK FINISH FLOOR • -TEXTURE SMOOTH • -MATERIAL: EXTERIOR PAINT GRADE • -COLOR SMOKY WHITE (BWC-13) • COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL IFII II II uII I II FF IF [bF-- _L - 4-+ II II II II II II II II II II II REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. 4-PROPOSED LEFTSIDE WEST ELEVATION SCALE:1/4"=1'-0" G F 6 D B A A.6 AVERAGE TOP OF CURB = 50.52'& 12 12, ELEVATION —KEYNOTES 1. ASPIJALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • MANUFACTURER GAF, TIMBERLINE . -SIZE:: SEE DETAIL • --PRODUCT.. HDZ BARKWOOD LAMINATED HIGH DEFINITION • -COLOR GRANT GRAY (HDC-AC-19) ASPHALT SHINGLES • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE HIGH DIMENSIONAL • -COLOR BLACK/GRAY MIXTURE 11. DECORATIVE BALCONY GUARDRAIL 2. EXTERIOR FINISI-1 • - 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH SQAURE WELDED WIRE MESH. OVER TYVEX OVER PLYWOOD • -SIZE. 42" ABOVE DECK FINISH FLOOR • -TEXTURE SMOOTH • -MATERIAL: EXTERIOR PAINT GRADE • -COLOR SMOKY WHITE (BWC-13) • COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL 12. THIN SET STONE VENEER • -MATERIAL: METAL . -SIZE 2" THINK PANEL VENEER • -FINISH: KYNAR • -MATERIAL: CANYON CREEK • -STYLE AS SHOWN • -COLOR CANYON CREEK • -COLOR DARK GRAY . -MANUFACTURER PENINSULA BUILDING • -CORBEL: DECORATIVE PER DETAIL MATERIAL, CO. TEL (650) 365-8500 109 SEAPORT BLVD. 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS REDWOODCITY • SIZE EAVE 2X6 WITH 2" RUNNER 94063 • -SIZE RAKE 2X8 WITH 2" RUNNER • -MATERIAL: WOOD, • -COLOR GRANT GRAY (HDC-AC-19) 13. DECORATIVE WOOD KNEE BRACES • -PAINT MANUFAC., BEHR OR EQUAL • -MATERIAL: WOOD • -COLOR: GRANT GRAY (HDC-AC-19) 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON • -PAINT MANUFAC., BEHR OR EQUAL TIMER. • SIZE PER DETAIL 6.-TRIM HEAD AND JAMB SURROUND: • -SIZE 3-1/2" 14. WOOD SQUARE COLUMNS • Z CAP SIZE 1" X 2" WITH METAL DRIP . SIZE 14" SQUARE WITH BASE AND CAP • SILL SIZE 1" X 2" SILL WITH 1" X 4"APRON • MATERIAL WOOD • STYLE TRADITIONAL -.,COLOR SMOKY WHITE (BWG13) • -COLOR GRANT GRAY (I-AC-19) . -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL EXTERIOR DOORS AND WINDOWS: 15. ALUMINUM CLAD GARAGE DOOR • -EXTERIOR: ALUM CLAD. COLOR DARK GRAY • -SIZE 14" SQUARE WITH BASE AND CAP • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • -MATERIAL: PARTICLE WOOD COMPOSITE • INTERIOR- IM PRED° PAINT READY' • -COLOR SMOKY WHITE (BWC-13) • --DOOR AND WINDOW REP: • -PAINT MANUFAC; BEHR OR EQUAL DOOR AND WINDOWS TO BE MANUFAC; BY MARVIN, INTEGRITY OR EQUAL 16. RECESSED STUCCO NICHE • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. • -SIZE 4"X16" 7. GUTTERS AND DOWNSPOUTS • -MATERIAL: GALVANIZED • -COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -SIZE OF GUTTER 5" DECORATIVE O.G. • -SIZE OF DOWNSPOUT. 4" DIA. 8. METAL CUPOLA SHROUD WITH VENT CAP • -INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS • -COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN IN ELEVATION. • 9. WOOD TRIM BOARD HEADER • -SIZE 3-1/2" • -COLOR GRANT GRAY (HDCGACGI9) • -PAINT MANUFAC., BEHR OR EQUAL OVERALL RIDGE = W.4- 17. ALUMINUM CLAD ENTRY DOOR •-MATERIAL:INTERIOR WOOD • -COLOR SMOKY WHITE (BWC-13) • -PAINT MANUFAC., BEHR OR EQUAL • 18. DECORATIVE SHED DORMER DBL. TOP PLATES D�CLININGIiELGHT T.O DOORS + WINDOWS oLb b — _ T.O. BALC. GUARDRAIL S 00 o o SECOND LEVEL FIN. FLIimr--\ DBL TOP PLATE T.O. DOORS + WINDOW I I o �i I� 0 I — FIRST LEVEL FHI RR_ = 54.75' AVERAGE NAT. GRADE = 52.60`S_ AVERAGE TOP OF CURB = 50.52's Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: j8eurseg8mail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS N0:22811, EXPI ATION DATE 06, • i BURLINGAME C A L I F U R N 1 n /A l� DESIGNS, INC. 6-26-2023 JFG PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2222 JOB NO. DRAWN JFG BY. DRAWING TITLE EXTERIOR ELEVATIONS ENGINEER. I DRAWINGNO. AART ASSINK REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. 3-PROPOSED RFAR -NORTH ELEVATION SCALE:1/4"=1'-0" REVIEWED JFG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.5 ELEVATION —KEYNOTES OVERALL RIDGE = 80.43' DBL TOP PLATE AT DORMER T.O. DOORS + WINDOW _ TOP OF ATTIC CEILING 0 00 0, I✓ 0 SECOND LEVEL FIN. FLR f DBL. TOP PLATE AT GARAGE 0 0 FIRST LEVEL FINYLR = 54.75' GARAGE SLAB STEM CURB VERAGE TOP OF CURB = 50.52' 6-PROPOSED TRANSVERSE BUILDING SECTION DGE = 80.43' 5 DP PLATE AT ELL DORMER + WINDOW � VEL FIN. FLR - TOP PLATE + WINDOW � 0 00 I.FLR = 54.75' SCALE 1/4,,=1`_0" 1. ASPHALT ROOFING —CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • MANUFACTURER IL GAF, TIMBERLINE • —SIZE:: SEE DETA • --PRODUCT: HDZ BARKWOOD LAMINATED HIGH DEFINITION • —COLOR GRANT GRAY (HDC-AC-19) ASPHALT SHINGLES • —PAINT MANUFAC; BEHR OR EQUAL • —STYLE HIGH DIMENSIONAL • —COLOR BLACK/GRAY MIXTURE 2. EXTERIOR FINISI-: STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH OVER TYVEX OVER PLYWOOD • —TEXTURE SMOOTH • —COLOR SMOKY WHITE (BWC-13) • —PAINT MANUFAC; BEHR OR EQUAL 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL • —MATERIAL: METAL • —FINISH: KYNAR • —STYLE AS SHOWN • —COLOR DARK GRAY • —CORBEL: DECORATIVE PER DETAIL 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS • —SIZE EAVE 2X6 WITH 2" RUNNER • —SIZE RAKE 2X8 WITH 2" RUNNER • —MATERIAL: WOOD, • —COLOR GRANT GRAY (HDCGACGI9) • —PAINT MANUFAC., BEHR OR EQUAL 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.—TRIM HEAD AND JAMB SURROUND: • —SIZE 1'X 3-1/2" • CAP SIZE 1" X 2" WITH METAL DRIP • --SILL SIZE 1" X 2" SILL WITH 1" X 4" APRON • —STYLE TRADITIONAL • COLOR GRANT GRAY (HDC-AC-19) • --PAINT MANUFAC; BEHR OR EQUAL EXTERIOR DOORS AND WINDOWS: • —EXTERIOR: ALUM CLAD. COLOR DARK GRAY • GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • _—INTERIOR PRIMED, PAINT READY. • —DOOR AND WINDOW REP: DOOR AND WINDOWS TO BE MANUFAC., BY MARVIN, INTEGRITY OR EQUAL • —SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS • —MATERIAL GALVANIZED • COLOR GRANT GRAY (HDGAGI9) • --PAINT MANUFAC; BEHR OR EQUAL • SIZE OF GUTTER 5" DECORATIVE O.G. • --SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CUPOLA SHROUD WITH VENT CAP • —INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS • —COLOR GRANT GRAY (HDGAGI9) • —PAINT MANUFAC; BEHR OR EQUAL • —STYLE AS SHOWN IN ELEVATION. • 9. WOOD TRIM BOARD HEADER • —SIZE. 3-1/2" • —COLOR GRANT GRAY (HDGAGI9) • —PAINT MANUFAC; BEHR OR EQUAL 11. DECORATIVE BALCONY GUARDRAIL • — 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" SQAURE WELDED WIRE MESH. • —SIZE. 42" ABOVE DECK FINISH FLOOR • —MATERIAL: EXTERIOR PAINT GRADE • —COLOR GRANT GRAY (HDC-AC-19) • —PAINT MANUFAC; BEHR OR EQUAL 12. THIN SET STONE VENEER • —SIZE 2" THINK PANEL VENEER • —MATERIAL: CANYON CREEK • —COLOR CANYON CREEK • —MANUFACTURER PENINSULA BUILDING MATERIAL, CO. TEL (650) 365-8500 109 SEAPORT BLVD. REDWOOD CITY CA 94063 13. DECORATIVE WOOD KNEE BRACES • —MATERIAL: WOOD • —COLOR GRANT GRAY (HDGAGI9) • —PAINT MANUFAC; BEHR OR EQUAL • —SIZE PER DETAIL 14. WOOD SQUARE COLUMNS • —SIZE 14" SQUARE WITH BASE AND CAP • —MATERIAL WOOD • —COLOR SMOKY WHITE (BWC-13) • —PAINT MANUFAC., BEHR OR EQUAL 15. ALUMINUM CLAD GARAGE DOOR • —SIZE 14" SQUARE WITH BASE AND CAP • —MATERIAL: PARTICLE WOOD COMPOSITE • —COLOR SMOKY WHITE (BWC-13) • —PAINT MANUFAC; BEHR OR EQUAL 16. RECESSED STUCCO NICHE. •—SIZE.4"X16" 17. ALUMINUM CLAD ENTRY DOOR • —MATERIAL:INTERIOR WOOD • —COLOR: SMOKY WHITE (BWC-13) • —PAINT MANUFAC; BEHR OR EQUAL • I& DECORATIVE SHED DORMER Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: j8eurseg8mail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS NO: 22811, EXPIRATION DATE 06, • i BURLINGAME C A L I F U R N 1 n A" A" DESIGNS, INC. /\ 1 6-26-2023 1 JFG I PLANNING COMMENTS-PC-4 I /\ 1 5-2-2023 1 JFG I PLANNING COMMENTS-PC-2 I / \ 1 4-14-2023 JFG PLANNING COMMENTS-PGI 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. I DATE I BY I DESCRIPTION I CONST. REVISIONS ITIS TI-IE RESPONSIBILITY OF TI-IE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEME WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2222 JOB NO. DRAWN JFG BY.. REVIEWED BY.. JFG DRAWING TITLE BUILDING SECTIONS ENGINEER. AART ASSINK DRAWING NO. SCALE AS SHOWN RELEASED TO CONSTRUCTION A.6 ELEVATION —KEYNOTES 1. ASPI IALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • �MANUFACTURERGAF,TIMBERLINE -SIZE::SEE DETAIL GCteal Desi 11s, I11C. • --PRODUCT: HDZ BARKWOOD LAMINATED HIGH DEFINITION . -COLOR CLlYSC� 011CC� GRANT GRAY (HDC-AC-19) p ASPHALT SHINGLES . -PAINT MANUFAC; BEHR OR EQUAL • -STYLE HIGH DIMENSIONAL •COLOR BLACK/GRAY MIXTURE 11. DECORATIVE BALCONY GUARDRAIL 405 bayswater ave. 2. EXTERIOR FINISH: • - 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" Burlingame, California 94010 -STYLE CEMENT PLASTER 3 COAT SYSTEM OVER LATH SQAURE WELDED WIRE MESH. tel: 650.703.6197 OVER TYVEX OVER PLYWOOD • -SIZE: 42" ABOVE DECK FINISH FLOOR email: jgeurse@gmail.com • -TEXTURE SMOOTH • MATERIAL: EXTERIOR PAINT GRADE lim • -COLOR SMOKY WHITE (BWC-13) • COLOR GRANT GRAY (HDC-AC-19) SIGNATURE BOX: • PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL NAME JESSE GEURSE 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL 12. THIN SET STONE VENEER • -MATERIAL: METAL • -SIZE 2" THINK PANEL VENEER CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. • FINISH: KYNAR • MATERIAL: CANYON CREEK • -STYLE AS SHOWN • -COLOR CANYON CREEK NO: 22811, EXPIRATION DATE 06/30/ 024 • COLOR DARK GRAY . -MANUFACTURER PENINSULA BUILDING - • -CORBEL: DECORATIVE PER DETAIL MATERIAL, CO. \ TEL (650) 365-8500 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS RE SEAPORT - REDWOOD CITYITY • SIZE PAVE 2X6 WITH 2" RUNNER CA 94063 • -SIZE RAKE 2X8 WITH 2" RUNNER • -MATERIAL: WOOD, • -COLOR GRANT GRAY (HDC-AC-19) 13. DECORATIVE WOOD KNEE BRACES • PAINT MANUFAQ BEHR OR EQUAL • -MATERIAL• WOOD • COLOR GRANT GRAY (HDC-AC-19) 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON • ~PAINT MANUFAQ BEHR OR EQUAL TIMER. • SIZE PER DETAIL 101 6.-TRIM HEAD AND JAMB SURROUND • SIZE 1'X 3-1/2" 14. WOOD SQUARE COLUMNS • -CAP SIZE 1" X 2" WITH METAL DRIP • SIZE 14" SQUARE WITH BASE AND CAP • SILL SIZE 1" X 2" SILL WITH 1" X 4"APRON • MATERIAL WOOD • STYLE TRADITIONAL • COLOR SMOKY WHITE (BWC-13) • -COLOR GRANT GRAY (HDC-AC-19) • PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL EXTERIOR DOORS AND WINDOWS: 15. ALUMINUM CLAD GARAGE DOOR • EXTERIOR: ALUM CLAD. COLOR DARK GRAY • -SIZE 14" SQUARE WITH BASE AND CAP • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED . -MATERIAL: PARTICLE WOOD COMPOSITE • INTERIOR PRIMED, PAINT READY. . -COLOR SMOKY WHITE (BWC-13) • --DOOR AND WINDOW REP: . -PAINT MANUFAC; BEHR OR EQUAL ' DOOR AND WINDOWS TO BE MANUFAC, BY MARVIN, INTEGRITY OR EQUAL 16. RECESSED STUCCO NICHE • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. • ...SIZE 4"X16" 7. GUTTERS AND DOWNSPOUTS B U R L I N G A M E C A L I F U R N IA • -MATERIAL: GALVANIZED 17. ALUMINUM CLAD ENTRY DOOR • -COLOR GRANT GRAY (HDC-AC-19) •-MATERIALINTERIOR WOOD • -COLOR SMOKY WHITE (BWC-13) - L-- "'-r - f •PAINT MANUFAC; BEHR OR EQUAL • � ; � aiT•PAINT MANUFAC; BEHR ORE UAL :_ 1 _ - - • SIZE OF GUTTER 5" DECORATIVE O.G. Q , 1- - t - - • SIZE OF DOWN SPOUT: 4" DIA. 11 8. METAL CUPOLA SHROUD WITH VENT CAP • I& DECORATIVE SHED DORMER • • -INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS • _COLOR GRANT GRAY (HDC-AC-19) • PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN IN ELEVATION. Ago. Ak 9. WOOD TRIM BOARD HEADER •-SIZE.3-1/2" • -COLOR GRANT GRAY (HDC-AC-19) • PAINT MANUFAC; BEHR OR EQUAL 2-LEFT REAR PERSPECTIVE SCALE NOT TO SCALE 00 6-26-2023 JFG PLANNING COMMENTS-PG4 5-2-2023 JFG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 - NO. DATE BY DESCRTTION CONST. REVISIONS i logoIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARETTIEM WITH THE O DOCUMENTS BEFORE COUMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER — PROJECT NAME ,L NEW TWO STORY RESIDENCE MR. + MRS. FENG - 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR RENDERINGS DATE ENGINEER DRAWING NO. 2222 AART ASSINK JOB NO. A.7 SCALE: AS SHOWN DRAWN JFG BY. RELEASED TO 1-FRONT RIGI-iTSIDE PERSPECTIVE SCALE: NOT TO SCALE REVIEWED CONSTRUCTION JFG ELEVATION -KEYNOTES 1. ASPHALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • �MANUFACTURER:GAF,TIMBERLINE -SIZE::SEE DETAIL �jCUYSC� C011CC� tLlal DCS1 11S, I11C. • --PRODUCT: HDZ BARKWOOD LAMINATED HIGH DEFINITION • -COLOR GRANT GRAY (HDC-AC-19) p ASPHALT SHINGLES • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE HIGH DIMENSIONAL • -COLOR BLACK/GRAY MIXTURE 11. DECORATIVE BALCONY GUARDRAIL 405 bayswater ave. 2. EXTERIOR FINISH: • - 2X6 TOP RAIL AND BOTTOM RAIL W/ 4" Burlingame, California 94010 STYLE CEMENT PLASTER 3 COAT SYSTEM OVER LATH SQAURE WELDED WIRE MESH. tel: 650.703.6197 OVER TYVEX OVER PLYWOOD • -SIZE 42" ABOVE DECK FINISH FLOOR email: jgeurse@gmail.com • -TEXTURE SMOOTH • -MATERIAL: EXTERIOR PAINT GRADE • COLOR SMOKY WHITE (BWC-13) • COLOR GRANT GRAY (HDC-AC-19) SIGNATURE BOX • -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL NAME JESSE GEURSE 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL 12. THIN SET STONE VENEER • MATERIAL: METAL • SIZE 2" THINK PANEL VENEER CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. • FINISH: KYNAR • -MATERIAL: CANYON CREEK • STYLE AS SHOWN • -COLOR CANYON CREEK Na 22811, EXPIRATION DATE 0G/30/ 024 "IF• -COLOR: DARK GRAY • MANUFACTURER PENINSULA BUILDING _/_%;_�_j • -CORBEL: DECORATIVE PER DETAIL MATERIAL, CO. TEL- (650) 365-8500 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 109 SEAPORT BLVD. REDWOOD CITY �%%_!,//�� / • -SIZE EAVE 2X6 WITH 2" RUNNER ��!%/% %� • SIZE RAKE 2X8 WITH 2" RUNNER CA 940G3 �� • MATERIAL: WOOD, ��/ • -COLOR GRANT GRAY (HDC-AC-19) 13. DECORATIVE WOOD KNEE BRACES • PAINT MANUFAQ BEHR OR EQUAL • -MATERIAL• WOOD • -COLOR GRANT GRAY (HDC-AC-19) 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON • -PAINT MANUFAQ BEHR OR EQUAL TIMER. • -SIZE PER DETAIL r 6.-TRIM HEAD AND JAMB SURROUND: 14. WOOD SQUARE COLUMNS • SIZE 1"X 3-1/2" . SIZE 14" SQUARE WITH BASE AND CAP • -CAP SIZE 1" X 2" WITH METAL DRIP • -MATERIAL: WOOD • SILL SIZE 1" X 2" SILL WITH 1" X 4" APRON • STYLE TRADITIONAL • COLOR SMOKY WHITE (BWC-13) • -COLOR GRANT GRAY (HDC-AC-19) • PAINT MANUFAQ BEHR OR EQUAL -- •PAINT MANUFAC; BEHR OR EQUAL EXTERIOR DOORS AND WINDOWS: 15. ALUMINUM CLAD GARAGE DOOR EXTERIOR: ALUM CLAD. COLOR DARK GRAY . -SIZE 14" SQUARE WITH BASE AND CAP — - — - -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • -MATERIAL: PARTICLE WOOD COMPOSITE • INTERIOR PRIMED, PAINT READY. . -COLOR SMOKY WHITE (BWC-13) _ DOOR AND WINDOW REP: . PAINT MANUFAC; BEHR OR EQUAL DOOR AND WINDOWS TO BE MANUFAC; • �— BY MARVIN, INTEGRITY OR EQUAL 16. RECESSED STUCCO NICHE • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. • -SIZE 4'M6" 7. GUTTERS AND DOWNSPOUTS B U R LI N G A M E f "� """ __ _____ _.: _ _ ..�..- _ _.__�M • MATERIAL GALVANIZED C A L I U IZ N 17. ALUMINUM CLAD ENTRY DOOR ---- _ • COLOR GRANT GRAY (HDGAGI9) • -MATERIAL:INTERIOR WOOD • -PAINT MANUFAC BEHR OR EQUAL •-COLORSMOKY WHITE (BWC-13) _ - • -PAINT MANUFAC; BEHR ORE UAL j_-� •SIZE OF GUTTER 5" DECORATIVE O.G. Q U ` • SIZE OF DOWN SPOUT: 4" DIA 1 • 1 -� --{ • 18. DECORATIVE SHED DORMER • � - - -� I ` ' - -�==r� � 8. METAL CUPOLA SHROUD WITH VENT CAP - -- • INSTALL HEIGHT PER MANUFACTURERS - • • REQUIREMENTS --� _ — I ' = • -COLOR GRANT GRAY HDC-AC-19 _ i ��"�' -'-► • -PAINT MANUFAC; BEHR OR EQUAL I T • STYLE AS SHOWN IN ELEVATION. • 9. WOOD TRIM BOARD HEADER •-SIZE:3-1/2" • -COLOR GRANT GRAY (HDC-AC-19) • 4-FRONTLEFT PERSPECTIVE SCALE NOT TO SCALE PAINT MANUFAC; BEHR OR EQUAL 0 0 0 0 0 0 0 0 0 0 0 0 6-26-2023 JFG PLANNING COMMENTS-PC-4 5-2-2023 JFG PLANNING COMMENTS-PC-2 4-14-2023 JFG PLANNING COMMENTS-PCI 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE O THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR RENDERINGS DATE ENGINEER DRAWING NO. 2222 AART ASSINK JOB NO. A.8 SCALE: ASSHOWN DRAWN JFG BY. RELEASED TO WED CONSTRUCTION SCALE: NOT TO SCALE BY� JFG CANT STRIP DIVERTER 14HR. R RATED CLG/FLOOR 5/8" THICK TYPE 'X' GYP. JOISTS TYPE "X" YP. BD. SCALE=NTS 5/8" THICK. TYPE 'X' GYP. BD. 2X STUDS @ 16" O.C. CONDUIT, PIPES OR ANY PENETRATION MIN.1-HOUR FIRE RATED CAULKING. TYP. BOTH ENDS KYLIGHT SECTI 95 C:A C: i (ELEVATION) INTERIOR GUARDRAIL SKYLIGHT 2X CURB ALL AROUND SCALE=1"=1'r0" PRESSURE GAGE MAIN WATERLINE TO RESIDENCE WATER LINE TO FIRE PROTECTION RISER. SHUT OFF VALVE SEE FIRE PROTECTION PLANS FOR USC APPROVED -DOUBLE REQUIRED CONNECTION. CHECK VALVE ASSEMBLY DCVA SHUT OFF VALVE FOR IRRIGATION IRRIGATION WATER VALVES MAIN WATER LINE FROM CITY METER VERIFY SIZE WITH FIRE PROTECTION APPROVED PLANS NOTE CONTRACTOR TO CHECK ALL WATER LINE SIZES WITH FIRE PROTECTION PLANS. CONC. STEDBL. CCK. VALVE ASSEM. (DCVA)PS E LESS THAN 4" T ANY DECORATIVE MOL STAIR CASE 5/8" DIA. MB. W/ P OD.WASHER 2X BLOCKING (SECTION) SCALE=1"=1'r0" RVy %PENT LOCP ASNE FIXTURE DRAIN CUTLET USE CfMNAGF FITTINGS SELC'// FLOW RIFA FLOW RW =L CL FAN0.1T FIrXTUR DRAIN CUTLET `'ENT IN WALL i FIXTURE DRAIN LENGTH PER TABLE 31QS CONNECT VENT DOWNSTREAM F R.Z;#A F rX TUBE CfWN Island Fixture Plumbing Vent ISLAND LOOP VENT (5) (6) (1) (2) (3) (4) 1" NOSING STAIR TO LAND SCALE=1"=1'r0" KEYNOTES: DOUBLE JOIST OR HEADER PLYWD SUBFLOOR OR EQUAL APPROVED METAL HANGERS 3/4" PLYWD THREADS & RISERS OREQUAL 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 4A2 STRINGER AT 12" O.C. KEY NOTES: SCALE=1"=1'-0" Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS NO.22811, EXPIRATION DATE 06, 4 • i BURLINGAME C A L I F U R N 1 n DESIGNS, INC. 1. DOUBLE JOIST OR HEADER (2) 2. PLYWD SUBFLOOR OR EQUAL 0 \ 3. APPROVED METAL HANGERS 0 \ 10"MIN 4. 3/4" PLYWD THREADS & RISERS 0 (4) OR EQUAL 0 5. 5/8" TYPE 'X' GYPBD, WHERE 0 11/4" - 2" 11/2" MIN. 11/4" - 2" UNDERSIDE OF STAIR IS 31.8 MW 31.8 MM ACCESSIBLE, TYPICAL 0 �g� I1/2"MII�I. w � 1"NOSING d. 6. 4X12 STRINGER AT 12" O.C. Q 8 � 4" MAX (6) Q z LINE OF 6'-8" MIN. (5) \ HEADROOM HEIGHT ao (3) 6-26-2023 JFG PLANNING COMMENTS-PC-4 v, I \ (1) 5-2-2023 JFG PLANNING COMMENTS-PC-2 OF 4-14-2023 JFG PLANNING COMMENTS-PC-1 11/4"-2" STAIR @FLOOR 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION A B 11/2 SCALE=NTS 12-1-2022 JFG SCHEME-1 `NANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1 %4"NOR NO. DATE BY DESCRIPTION CONST. MORE THAN 2" CROSS -SECTIONAL DIA. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS. REVISIONS 1 21/4" V4 C4 (HANDRAIL) (ELEVATION) INTERMEDIATE POST TYP. AT @ 6' 0" MAX. DECORATIVE HANDRAIL DECORATIVE BASE MOLDING @ INTER POSTS AND NEWEL POST. DECORATIVE BALUSTERS. TREADS AND RISERS TO MATCH FOYER FLOOR MATERIAL TYP. 111 (2) KEYNOTES: I. 3/4"PLYWD PRESSURE TREATED TREADS & RISERS OR EQUAL 4X12 STRINGER AT 12" O.C. 2X6 P.TD.F. THRUST PLATE ATTACH TO CONCRETE SLAB CONCRETE SLAB ON GRADE ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2222 JOB NO. DRAWN JFG BY. REVIEWED JFG BY DRAWING TITLE DETAILS ENGINEER I DRAWINGNO. AART ASSINK 1.1-IOUR RATED WALL SCALE=1"=1` 0" IOR STAIRCASE HANDRAIL SCALE=1"=1'-0" STAIR TO CONCRETE SLAB SCALE=1"=1` 0" SCALE AS SHOWN RELEASED TO CONSTRUCTION ADA 4 4 a WINDOW TYP. PER a PLANS AND C H SPECIFICATIONS. WINDOW M. PER PLANS AND eurse Conceptual Desi8ns, Inc. ao INSTALLPER a 41 I MANIAC. INTERIOR FINISH 2"-) 2" - - - - - STONE VENEER a a CRE O MMENDATIONS. INSTALL PER MANIAC. MIN, MIN INSTALL PER MANUFACTURERS I COPPER DRIP SILL PIECE RECCMMEMDATIONS. 405 Bayswater ave. LAP $ RECOMMENDATIONS AND PER a o a SECTION 703.12 CRC AND FLASHING ._, FLASHING. PAINT TO I Burlingame, California 94010 TO COMPLY TO R70312.2 a I MATCH TRIM SILL PIECE tel: 650.703.6197 - _ o MOLDING, MITERED email: jgeurse@gmail.com ALL CORNERS. CONCRETE FOOTING PER PLAN_FT ZER a aI SIGNATURE BOX 121. ALUMINUM DRIP I T 7: 7;; 7 NAMEJESSE GEURSE A I 3/4"X5-1/2" FLASHING. PAINT TO a 2X SILL INTERIOR HEADER MATCH TRIM. 2X SILL CTPY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE O6/30/ 024 STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY 4 4 ° ° a a WEEP SCREED ° a � 2 G I 2X WALL CASING ALUMINUM DRIP MOLDING I WATER-RESISTANT PAPER UNDER THE SILL STRIP. CUTANY EXCESS WATT R-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON ° FLASHING. PAINT TO I INTEGRAL WINDOW M APRON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) a d MATCH ROOFING IN TRIM I 2X WALL INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B,C, eta) 4 COLOR OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. a a / FACTORY JAMB EXTENSION. (STEP 4) a / a a WINDOW TYP. PER PLANS INTERIOR FINISH / AND SPECIFICATIONS. / INSTALL PER MANIAC. FINISH GRADE / RECCMMEMDATIONS. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT -777-77-77-77 / BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULDBE —III III —III �'' 2X ROOF RAFTERS INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO SHOULDCOVEROR ATTACHMEFLASHI FLASHING PRE HERALF FLASHING MATERIAL. PENE1TtAT'EFLASHINGMAI'ERIAL. PERIPHERALFLASHINGATALLEDGESOF EXTERIOR BASE TERMINATION. TYP WINDOW SILL TO ROOF WINDOW I�EAD WINDOWSILL WALL OPENINGS MUST COVER WIRE BACKING. f �`-' �� SCALE=3"=1'�0" SCALE=3"=1'-0" SCALE=3"=1'�0" SCALE=3"=1'-0" INTERIOR FINISH WEATHER - RESISITIVE BARRIER 2X WALL METAL LATH 3/4" X 3/4" BASE CAP MOLDING. Ll SCRATCH COAT (E) INTERIOR FINISH FACTORY JAMB INTERIOR FINISH EXTENSION. MORTAR SETTING BED 3/4" X 5-1/2" BASE BOARD vo SILL H PER B U R LI N G A M E o STONE VENEER 2X WALL FRAMING 2 2 P I CA L l� o RN I A I APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES MORTAR JOINT ° MOLDING L ALUMINUM DRIP )1 , o OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED FLASHING. PAINT TO • INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS WINDOW MATCH TRIM. • ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE ° INSULATION (WHERE OCCURS) =77177771 2X FLOOR JOIST PER PLANS (STEP 3) 1"X2-1/4" WINDOW TRIM SILLINTEGRAL NOTES: WINDOW TRIM SECTION 1402.2 OF THE UNIFORM BUILDING CODE STATES, EXTERIOR STUD WALL OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A WINDOW TYP. PER PLANS AND MANNER AS TO MAKE WATERPROOF." THE FOLLOWING PROCEEDURE IS :LTL SPECIFICATIONS. RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASHING OF INSTALL PER MANIAC. RECCOMENDATIONS. PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, VENTS, ETC. PENETRATIBARRIERCOAMREINFORCED AL LASHIMATERIALMATERRFLASHINGSHALLBE BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL PROVIDE FOR 4-HOUR MINIMUM PROTECTION FROM WATER PENETRATION WHEN 25 STONE VENEER AT WALL 21 BASEBOARD 17 '�j DOOR HEAD SCALE=3 =1'-0" `�' SCALE=3 =1'-0" TESTED IN ACCORDANCEWITH ASTM D779. FLASHING MATERIAL SHALL SCALE=3 =f-0" SCALE=3 =1'-0" CARRYCONTTNUOUSIDENTIFICATTON. SEALANTSHALLBEBUTYLTO COMPLY WITH FED. SPEC. TT-S-1657. MOLDING. - - WEATHER-RESISITIVE BARRIER MOLDING SHEATHING SILL' SILL FACTORY TONE VENEER BEYOND INTERIOR FINISH SHIM SPACE - - - - STUCCO /V��LJ W TYP PER JAMB PLANS AND .,,..:. r •;.,<_••.,�:,:._ <'....�..•.::-'...:-•::•::`<:; - - - - SEALANT EXTENSION. SPECIFICATIONS. .<....:. .:: .. 0 INSTALL PER MANIAC. 0 CONSTRUCTION ADHESIVE 2 2 RECCOMEMDATIONS. 0 2„ METAL FLASHING (GALVANIZED SILL PIECE 2X WALL FRAMING 2 2 0 MIN.-\01 RIGHT ANGLE MORTAR DOORFRAME LA '_ _ _ _ a a SLOPE TO DRAIN MOLDING 0 CONCRETE SILL O — — / - - - - - - - INSULATION (STUD WALL) / / / / / / SILL SILL / / STUCCO TO MATCH EXISTING / Q AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT METAL LATH / / INTERIOR FINISH INTEGRAL WINDOW LEAST9"WIDE WITH INSIDE EDGE OFFLASHING MATERIAL EVEN WITH EDGE OF WINDOW OPENING. STARTJAMB STRIPS 2" BELOW THE SILL STRIPSTONENEE 2X WALL Q AND EXTFNDJAMBSTRIPS 4"ABOVEThELOWEREDGEOFTHEHEADER \ MORTAR SETTING BED WINDOW TYPE PER PLANS / / IOC (TOP OF THE WINDOW OPENING). SPECIFICATIONS. / I / STONE VENEER / MORTORWIT APPROVED 6-26-2023 JFG PLANNING COMMENTS-PC-4 INSTALL PER MANIAC. RECCMMENDATIONS. / / WIRE ANCHORING. (STEP 2) ° e ELDORADO STONE VENEER 5-2-2023 JFG PLANNING COMMENTS-PC-2 a 4-14-2023 JFG PLANNING COMMENTS-PC-1 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION VENEER OVER OPEN STUD FRAM. NTER. WINDOW JAMB STONE AT SILL D LAMB 12-1-2022 JFG SCHEME-1 24 16 12 SCALE-3 -1 -0 SCALE-3 -1 -0" SCALE=3"=1'-0" NO. DATE BY DESCRIPTION CONST. -- HEADER -- _ REVISIONS V DOW SMOOTH WOOD - - - - PANEL SIDING ITIS THE RESPONSIBILITY OF THE: ROUGH CONTRACTOR TO VERIFY ALL - - - _ — OPENING COPPER DRIP RELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION O � I FLASHING. PAINT TO I DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, IONS Su 2X CLG. JST -1 GYP BD MATCH TRIM. NSISTEMMIS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. I PROJECT NAME - - - - - - - 2X SILL NEW TWO STORY RESIDENCE _ LNOTES DECORATIVE CROWN 2 4 2X I WALL FOR 11"LAP SEE MOLDING. PAINT GRADE MR. + MRS. FENG MIN. SIZE: `�'�� D� 1116 BERNAL AVENUE ITEM NO.: ? SHNG. PAINT TO BURLINGAME, CALIFORNIA 94010 �qATCH ROOFING IN ATTACH A SILL STRIP OF FLASHING MAT ERIAL AT LEAST 9" WIDE WITH THE COLOR DRAWING TITLE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIP AT LEAST 11' BEYOND THE EDGE OF THE ROUGH OPENING FOR DETAILS WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING SDIJ IT NAILS OR RUST -RESISTANT STAPLESFl �/ / DATE ENGINEER DRAWING NO. (STEP 1) 2222 AART ASSINK SCALE AS SHOWN 2X ROOF RAFTERS JOB NO. AD.2 I NOTUSED CROV'�TN MOLDING WATER TABLE ROOF TO WALL DOOR SILL DRAWN JFG BY. RELEASEDTO MATERIAL APPL ICATION SCALE=3"=1`�0" SCALE=3'-1-0 19 _ ,_ SCALE-3'-1 �0 15 SCALE-3'-1 �0 11 SCALE=3"=1`�0" REVIEWED CONSTRUCTION BY: JFG F-4" GABLE ROOF PER MATERIAL ROOF PLAN. ALUM CONT.DRIP . GCUYSC Conceptual DCS1811S, I11C. T&G SHEATHING AT OSED GABLE END 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 2 G. email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. NO 22811, EXPIItATION DATE 06XMZ 024 VERIFY WITH EXISTING COUNTER FLASHING. PRIME AND AINT TO MATCH ADJACENT COLOR KNEE BRACE CONNECTION PER 2X2 PAINT GRADE WATER TABLE DETAIL 30,THIS SHEET 2X4 PAINT GRADE BASE ROOF COUNTER FLASHING. PRIME AND 16d TYP OF 4 \ PAINT TO MATCH ADJACENT COLORLAPSI NG OVER BUILDING TYVEX B U R L I 1`I G A M E 2X4 @ 16" O.C. WWRAP RAPOVERPLYWOOD C `' ROOF MATERIAL O • PER ROOF PLAN. T&G SHEATHING 11 • O ° TYPICAL GABLE DETAIL + KNEE BRACE 29 SCALE=3"=1'-0" � 2X6 FACIA / II / ROOFING PER PLAN 45' 450 (1) 2" DIA. VENTILATION HOLES W/ SCREEN TYPICAL AT ALL 4X6 EXTERIOR GRADE LUMBER BLOCKING BETWEEN RAFTERS. TYPICAL AT OPPOSITE SIDE FOR / SP IN 0 PRIMEAND PAINT REQUIRED CROSS AIR 0 (2) 2X4 KNEE BRACE VENTILATION. IF SPRAY FOAM INSUL. NOT USED / 0 0 EXTERIOR GRADELUMBER PRIME AND PAINT / 0 0 \ (1) 2X4 EXTERIOR GRADE LUMBER / / PRIME AND PAINT SANDWICHED BETWEEN 2X4 KNEE BRACE 1X6 T&G PAINT GRADE COUNTERSUNK 3/8" LAG SCREWS W/ 2X CEILING JOIST WHERE OCCURS. WASHER 6-26-2023 JIG PLANNING COMMENTS-PC-4 450 TYR 2X6 BACKING EXTERIOR GRADE LUMBER. PRIMEAND PAINT 1XI0 SIDING STOP / / / / 5-2-2023 JIG PLANNING COMMENTS-PC-2 4-14-2023 JIG PLANNING COMMENTS-PGI 2-13-2023 JIG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JIG SCHEME-1 NO. DATE BY DESCRIPTION CONST. GALV. FLASHING. PRIMEAND PAINT GALV. DRIP REVISIONS TO MATCH STONE LAP SIDING OVER TYVEX O.G. GUTTER ITIS THE RESPONSIBILITY OF THE FIELDCONTRACTOR TO VERIFY ALL CONDITIONS ONDITIONS AND COMPARE O OVER PLYWOOD 2X8 FACIA BOARD TI-IEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE 1-1/2" RAFTER TIP FOR MR. + MRS. FENG EXPOSURE AT 32" oc. 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 g" CEMENT PLASTER (3 COAT) OVER MESH OVERBUILDING TYVEX WRAP DRAWING TITLE OVER PLYWOOD DETAILS 1'-0" EAVE O/HANG DATE ENGINEER DRAWING NO. 2222 AART ASSINK SCALE AS SHOWN JOB NO. AD.5 �� ,� �� SIB L D ROOT + KN L L BRAG L 28 TYPICAL EAVE DETAIL DRAWN JFG BY. BY JFc RELEASEDTO CONSTRUCTION SCALE=3 =1-0 SCALE=3"=1'-0 4"x4" PT. RWD POSTS (8' O.C. MAX) LANDSCAPE KEYNOTES 2"x4" RWD TOP / BOTTOM RAILS 1"x8" RWD PANELS W/ TOP / BOTTOM TRIM 1. NEW CITY STREET TREES. GCLIYSC Conce Jtua DCS1811S, I11C. 2. VEGETATION PER LEGEND. TYP. 3. TREE PER LEGEND. TYP. NOTE STAINNATURAL Dirt 4. GROUND COVER PER LEGEND. 405 ba swater ave. iL o Dirt 8"SSSLOPE=-24% 5. SCREENING TREES Burlingame, California 94010 -------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ---- --------------- 6. PROTECTALLEXISTINGTREEPERDETAIL4THISSHEET. PROLTECTION te1:650.703.6197 D"` FENCING SHALL BE INSTALLED PRIOR TO BEGINING OF CONSTRCUTION. email: j8eurseg8mail.com art NEIGHBORING TREES WHOSE DRIP LINE EXTENDS INTO THE PROJECT �—D SIGNATURE BOX '' ' " ; OPER LINE'77c.' AREA MUST HAVE PROTECTION TO THE DRIPI-INE OR WHERE III=1 III —III III III=1 III —III III III; III III III — III III —III III —III 1= -11 1 11 111 .111-1 I 1 I 1 I II I1 1 II 111 — — — , -� -� -� -� -� -� �1 11. 11` �� '' � � PRACTICAL. TREE PROTECTION ZONES PREVENT SOII DISTURBANCE OR STORING OF EQUIPMENT OR MATERIALS WITHIN THE AREA TYPICAL ALLNAME ONSITE TREES. JESSE GEURSE (all r'' ` �'z' l'� �/ -IIIIIIIli- `�/ �c-c�'�L�'� �.�"2r' `d/ �c-c�'�Ir'� �� ++ .............+...+...+...+...+. +... ..+.+...+...+...+...+...+...+...+...+.. 7 SCREENING TREES SPECIES, SIZE AND AMOUNT TO BE DETERMINED 2"x12"PT.RWDKICKBOARD ++++*+*+++++*+*+++++*+*+++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+*+++++*+++ ®.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+.+..+.+.+.+ . � WITH WITH ADJACENT NEIGHBORS LOCATED AT1120BERNAL CTIYOFBURLINGAMEBUSINESSLIC E: GE CO C ALDESIGNS,INC. 12" �-..+..++++++++++++++++++++++++++++++++++++++++++...............................+... 4 NO.22811,EXPIRATIONDAIME.- 0/024 FINISH GRADE ++.+++++.+.+++++++.+++.*.+.+++.*.+.+++.*.+.+++.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.+.+.+.*.*.+.++*+ 12" DIA. CONC. PIERS, 30" DEEP (TYP.) Building '*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+** i +*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*+ + *.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*. ++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++ .*+*+*+*+*+*++*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*++*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+* • I -WOOD FENCE SCALE NTs SYMBOL COMMON NAME SIZE //� \\\ RED MAPLE TREE 24 MIN. BOX SINGLE SINGLE STEM UPRIGHT, STEM ACER 24 BOX SIZE TREES RUBRUM, MIN. 15'-0" INHGT. CONCRETE UNIT PAVERS SAND JOINTS 2 2" LAYER COMPACTED a ¢� • • CYPRESS SCREEN TREES 15 GALLON � SAND BASE � b - - _ _ 8"LAYER COMPACTED BASEROCK00 GEOTEXTILE FABRIC I // 3 / /// (E) MATURE CYPRESS TO REMAIN o c - r-I ♦ COMPACTED (E) SUBGRADE a I 4 i I NOT USED 5 GALLON - BURLINGAME .- - C A L I F U R N I n .R .-. I �Ils ? 1� /� \ 11 I (1 ROYAL PURPLE SMOKE BUSH 1 GALLON 2 VEI�ICULAR UNIT PAVERS SCALE: NTS 9 — . — . — . — . �. • I � lY `�• "� -� • • ` ♦ GINKO BILOBA MAIDENHAIR TREE 24" BOX i 1 Q / E A 3 (E) _v I '�� a> ° 5 • FRENCH LAVENDER 1 GALLON Building I 9 1 RUBBER CINCH TIE OR EQUAL Building Li-,J I Y) L j Above I . — . — . . (E) 8' PINE POLE *STAKE i 9 LV� • I ` Building CALIFORNIA LILAC 1 GALLON OUTRSIDE ROOTBALL ROOTBALL • I I 1 b) — — — — — _ 4" MULCH IN BASIN . z—. I • FENG RESIDENCE �° ' - FINISH WATER BASIN 3 HIGH LII' I i -- �' JAPANESE BOX WOOD 1 GALLON GRADE o�� Ii ROUGHEN SIDES I I Q _ & BOTTOM OF PIT III _ '-I --------- — T �,> I c� • BnildingLine I I m I Above \ i_ — PREPARED BACKFILL 'AMEND WITH ORGANIC • 0 I I i 2 AR G 1 CREPE MYRTLE 5 GALLON 5% ORGANIC COMPOST I Q \ TUSCARORA" II=1II III —III MYCORRHIZAL FUNGI i 1 ITT PER MFR'S SPECS ct. • 9 I s? — I — — 111 11= 11= _ 7 PREPARED SUBSOIL I i — — /// CREPE MYRTLE 0 3x ROOTBALL MIN. PEDESTAL „P - . — . — . — . — . I Q I O 1 GALL ON 0 (WIDER IN CLAY SOILS) 9 • I /// LAGERSTROEMIA MICA • O / � �� i �' �� 4 ', /// ' `' d 1 CONCRETE SOTONE PAVING 0 3- TREE PLANTING SCALE: NTS w°od xet._ wall '"— `� /jr � . 1 . 11 � --�J � � � � ~�I , SYSTEM ++++;+++�+++++;+�+:+:+�+�+:+++++++++++- ++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++.: _ ZOSTYA GRASS SOD 0 0 TREE PROTECTION DURING � J- � , _ o A / . \ (N) WALKWAY .. ;+;+;+;+;+;+;+;+;+;+;+;+;+;+;+;+;+;+;+ 0 CONSTRUCTION A�C'� RIVEWAY CHAIN -LINK FENCE OR ORANGE \ / _ �- ( ) • . • ' - v CRUSHED 1/4" TO 1/2" G-2G-2023 JFG PLANNING COMMENTS-PC-4 PLASTIC FENCE FASTENED TO STEEL SLAKES/POSTS DRIVEN SECURELY INTO 6 \ �' '� \ _ / �E `" -�' '� `rk�� r� • Dirt �` �- ` I GRANITE ROCK 5-2-2023 JFG PLANNING COMMENTS-PG2 THE GROUND. DEVELOPER SHALL AVOID I . , /p \K�K O �1 �� CRZ WHEN DRMNG STAKES/POSTS ROOT Z N E C.— stone Pavers Pa. 11 . �) ^ • ,, �' � � '@ �� l� � �� . �l � . �l . 11l ' ` > 4-14-2023 JFG PLANNING COMMENTS-PC-1 v Gate PROPERTYI — — — �� i LANDSCAPE NOT E 2-13-2023 JFG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 . J � NO. DATE BY DESCRIPTION CONST. p4 I 3 FEET Kam, rc rc K K K � b� t _ I / _ \ , _ \ \\ \\ \ / _ \ \\ \ RETAIN EXISTING VEGETATION AS PRACTICABLE REVISIONS d EXISTING / // / // �\ �� / // �\ SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE INCLUDE PLANTS scNincAw ( d TWE I Dirt THAT ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, I 1 AND/ OR ATTRACT BENEFICIAL INSECTS. TT IS THE RESPONSIBILITY OF THE WMALI AT I LOCATION AS I MINIMIZE USE OF PESTICIDES AND UICK-RELEASE FERTILIZERS. Q CONTRACTOR TO VERIFY ALL FIELD CONDTI'IONS AND COMPARE O Cony. Curb/Gutter \ \ _ // / \ \� _ // / \ \� _ // / _ / _ / _ / SHOWN ON I PTAINS USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIl�IIZE RUNOFF. THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE, COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY 1 1 1 BE REPORTED TO THE DESIGNER. PARKS GENERAL NOTE PROJECT NAME NEW TWO STORY RESIDENCE I NCHES Of oM WOODCHIPS REQUIRED WITHH THE CRz. ��T T ��T BETA V AL. AVE V UE NOTE FOR MR. + MRS. FENG FENCING 3_� EXISTING STREET TREES MAY NOT BE CUT, TRII�INIED OR REMOVED 111G BERNAL AVENUE TREE PROTECTION AREA. OUTSIDE OF THE CRZ WITHOUT PERMIT FROM THE PARKS DEPARTMENT . (558-7330) BURLINGAME, CALIFORNIA 94010 ENTRANCE PROHIBTED REPORT VIOLATIONS TO Cm OF KENMCRE A7 425-398-8900. THE CRITICAL ROOT ZONE (CRZ) IS THE NOTE NO EXISTING TREE OVER 48"IN CIRCUMFERENCE AT54"FROM DRAWINGTITLE AREA► WHERE THE TREE'S ESSENTIAL MASS OF IS L TED. THE AREA SURROUNDING AA BASE OF THE TREE MAY BE REMOVED WITHOUT A PROTECTED TREE SHEET TITLE TTHE TREE ATS TT DISTANCE WHICH IIS EEQUAL PERMIT FROM THE PARKS DIVISION. (558-7330) TO ONE FOOT FOR EVERY INCH OF TRUNK DIAMETER AT BREAST HDGH� (DOM) OR THE ARTEA OF A CIRCLE WTH RADIUS EXTENDING FROM A TTREE'S TRUNK TO A POINT NO LESS NOTE CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. DATE ENGINEER DRAWINGNO. THAN THE END OF A TREE'S LONGEST BRANCH. WHICHEVER 15 GREATER. NOTE 2222 AARTASSINK SCALE: AS SHOWN NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT JOB NO. T �{ NOTE DRAWN JFG • L 1 �^' TREE PROTECTION DETAIL LANDSCAPE / I-iARDSCAPE PLAN s� ACT PARKS DIVISION FOR LIST OF APPROVED TREES IN PLANTER REVIEWED JFG REI-EASEDTO CONSTRUCTION SCALE: NTS SCALE 1/8"=1'�0" BY..