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HomeMy WebLinkAboutReso - PC - 2024-08.26-8ARESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW AND SPECIAL PERMITS RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Application for Desiqn Review and Special Permits for buildina height and rlarlininn hainht anvalnna fnr o fire+ o,,I second story addition to an existing single -unit dwellinq at Denise C. Vieira, property owners APN: 027-340-100; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on August 2611, 2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: On the basis of the Initial 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 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2. Said Design Review and Special Permits are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review and Special Permits are set forth in the staff report, minutes, and recording of said meeting. 3. It is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo. ,% 4 Chairperson Secretary of the Plannin cc mmissaion of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 26"' day of August 2024 by the following vote: 2116 BROADWAY - RESO 2024-08.26-8A AYES: COMAROTO, HORAN, LOWENTHAL, PFAFF, SCHMID, SHORES, TSE NOES: NONE ABSENT: NONE RECUSED:NONE Secretary EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review and Special Permits 2116 Broadway Effective September 5, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division and date stamped August 15, 2024, sheets SPA through A.10; 2, that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (level of review to be determined by Planning staff); 3. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 4. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 5. 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; 6. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 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 FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review and Special Permits 2116 Broadway Effective September 6, 2024 Page 11. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; and 12. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. IST + 2ND STORY ADDITION TO THE RESIDENCE Geurse Conceptual Designs, Inc. for 405 bayswater ave. Burlingame, California 94010 MR. + M IEI te1:650.703.6197 email: %eurse@gmail.com 2116 BROADWEAY AVENUE BURLINGAME CALIFORNIA 94010 SIGNATUREBOX: NAME: JESSE GEURSE P. DATE APRU_ 29, 2024 , BUILDING MAINTENANCE AND OPERATION (2022 CGC §4.410) DISCLAIMER PROJECT DATA SHEET INDEX CITY OFBURLJNGAMEBUSWESSLJC E: GE CO C ALDESIGNS,INC. NG.22811, EXPIRATION DATE 0G/30/ 024 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 NIETHER GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SHALL BE RESPOSIBLE FOR ANY ACTIONS SHEET NO. DESCRIPTION A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREAS THAT SERVE ALL BUILDINGS ON SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF TAKEN. BY ANYONE ON THE PROJECT IF THAT PERSON HAS KNOWLEGDE OF ANY CALCULATIONS OR SPECIFI- OCCUPANCY GROUP: R3/U NONHAZARDOUS MATERIALS FOR RECYCLING, INCLUDING PAPER CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE AND METALS, OR MEET LOCAL ORDINANCE, IF MORE CATIONS UNTII.. GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS HAVE BEEN NOTIFIED. RESTRICTIVE 2022 CGC §4.410.2 UPON NOTIFICATION THE PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS DESCRIPTION OF USE SINGLE FAMILY RESIDENCE T.0 TITLE SHEET + PROJECT DATA 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 DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK SPRINKLERS: REQUIRED BUILDING DEFT. GENERAL NOTES AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONET. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES NECESSARY TO COMPLETE THE PROJECT. # OF STORIES: EXISTING 2 STORIES BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) 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 THE CONTRACTOR SHALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING A.P.N. 27340100 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 CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE CONCEPTUAL DESIGNS, INC. AND PROJECT ENGINEERS SHALL NOT INCLUDE INSPECTION OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF ARCHITECTURAL VERIFICATION (2022 CGC §703) THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND RESIDENCE LOT COVERAGE 1 SURVEY DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL OR WORK, AND WHEATHER SPD.O SITE DEMOLITION PLAN 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 pOpOEp PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACI�,VING CONFOR- MANCE WITH THE CONTRACT SP.1 SITE PLAN DRAWINGS AND SPECIFICATIONS. HOWEVER, THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. SEE SKEET ALSF + A.2.SF PW.2 SITEDETAIIS TITLE 24 SPECIAL FEATURES,- HERS FEATURE SUMMARY ALL SUB -CONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE OF ALL APPLICABLE CODES AND REGULATIONS REGARDLESS OF WHAT IS SHOWN ON DRAWINGS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH DMl FIRST LEVEL DEMOLITION FLOOR PLAN STANDARD BUILDING CODES BY GOVERNING JURISDICTIONS OF APPLICABLE CODES. THE BUILDER OF THIS REQUIRED SPECIAL FEATURES 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 ALLOWABLE FLR. AREA RATIO A.1 FIRST LEVEL FLOOR + DETACHED GARAGE PLAN A THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. OVER ANY SCALED DIMENSIONS. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL CHECK ALL A.1.SF FIRST LEVEL FLOOR AREA + DETACHED GARAGE • INSULATION BELOW ROOF DECK DRAWINGS FURNISHED TO THEM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE CONCERNING AREA CALCULATION PLAN BURLINGAME • DUCTS IN CRAWL SPACE PARTIES OF ANY PROBLEMS, DETAILS, OR DISCREPANCIES. THE CONTRACTOR AND ALL SUBCONTRACTORS DM.2 SECOND LEVEL DEMOLITION FLOOR PLAN c A 1 1 t o K N 1 A • NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATER HEATER; SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE INSTALLED 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 SEE SKEET A.1.SF + A.2.SF A2 SECOND LEVEL FLOOR PLAN QUESTION CONTRACTOR SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY HERS FEATURE SUMMARY ORSWHICH MAY HAVE BEEN THEREBY A2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN 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 11 I • DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY A3 ROOF + DETACHED GARAGE PLAN • BUILDING-LEVEL NSULATION PROJECT DIRECTORY FLOOR AREA CALCULATION A4 EXTERIOR ELEVATIONS _ _ INSTALLATION • QSTALLATION (QII) • INDOOR AIR QUALITY VENTILATION A5 EXTERIOR ELEVATIONS • KITCHEN RANGE HOOD • MINIMUM AIRFLOW AG EXTERIOR ELEVATIONS • VERIFIED SEER/SEER2 • FAN EFFICACY WATTS/CFM OWNER TITLE24. DESIGN & CONSTRUCTION DOCUMENTS SEE SKEET A.1.SF + A.2.SF A7 EXTERIOR ELEVATIONS • VERIFIED HSPF GEURSE CONCEPTUAL DESIGNS, INC. MARCOS +DENISE VIEIRA PRECISE GREEN CONSULTING, INC. A8 EXTERIOR GARAGE ELEVATIONS • VERIFIED HEAT PUMP RATED HEATING CAPACITY 2116 BROADWAY AVENUE T: 818-446-6563 405 BAYSWATER AVENUE A.9 TRANSVERSE BUILDING SECTION • DUCT LEAKAGE TESTING BURLINGAME CALIFORNIA 94010 E RAFFI@PRECISEGREEN BURLINGAME CA 94010 E.MAIL:DENISECGVIEIRA@GMAIL.COM CONSULTING.COM TEL:650.703.6197 AIO RENDERINGS CONTACT: RAFFI DAR FAX 650.558.9324 CONTACT- JESSE GMAT EMAII.: JGEURSE@GMAIL.COM AD.1 DETAILS AD.2 DETAILS SOLAR POWER AND PHOTOVOLTAIC SYSTEM AD3 DETAILS SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION. SURVEYOR: 1: EFFICIENCY EDR INCLUDES IMPROVEMENTS TO THE BUILDING ENVELOPE AND MORE EFFICIENT EQUIPMENT STRUCTURAL ENGINEER: BUILDER ADA DETAILS 2: TOTAL EDR INCLUDES EFFICIENCY AND DEMAND RESPONSE MEASURES SUCH AS PHOTOVOLTAIC (PV) SYSTEMS AND BATTERIES STATE OF CA LICENSE NO: C039390 QUIET RIVER LAND SERVICES INC. TBD 3: BUILDING COMPLIES WHEN EFFICIENCY AND TOTAL COMPLIANCE MARGINS ARE GREATER THAN OR EQUAL TO ZERO AART ASSINK K 6747 SIERRA CT TBD • STANDARD DESIGN PV CAPACITY: 255 KWDC AART ASSINK ASSOCIATES K, SUITE, DUBLIN, CA 94568 TBD 1611 EL PRADO AVENUE KEVIN M. MCGUIRE TBD • PV SYSTEM RESIZED TO 255 KWDC (A FACTOR OF 2554) TO ACHIEVE'STANDARD DESIGN PV' PV SCALING TORRANCE CALIFORNIA, 90501 PHONE (925) 523-0601 TEL: 310.618.0782 EMAIL ADDRESS: EMAII.:AA-ASSOC@PACBELLNET POB@QU)F.T-RIVER.COM BURLINGAME CONSTRUCTION HOURS CALIFORNIA - PLS # 6437 Q NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF &00 A.M. AND 7.00 PM. ON WEEKDAYS, AND Q 9:00 A.M. AND 6:00 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, 0 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 Q 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 VICINITY MAP 0 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 SEPTEM BER THE SECOND MONDAY IN OCTOBER NOVEMBER 11 THE 0 FOURTH THURSDAY IN NOVEMBER DECEMBER 25 0 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. SUBJECT PROPERTY THE RESTRICTIONS STATED IN THIS SECTION SHALL NOT APPLY TO WORK THAT DOES NOT REQUIRE A PERMIT UNDER ANY APPLICABLE LAW OR REGULATION. SCOPE OF WORK SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SHALL BE LIMITED TO 8:00 AM. TO 5:00 PM MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS. �ACk4/NG ry POLLUTANT CONTROL (2022 CGC §4.504) 1�b 33 EXISTING FIRST FLOOR ryo°ry 15�b �0 2 0 ryb�9° .�' 6 P R. A-1 14657 "a 1) NEW COVERED PORCH, KITCHEN ADDITION, FAMILY ROOM, STAIRCASE, POWDER ROOM AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE I4VAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE `K 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 §4504.1 OR. vary° 06�3°'w 4 s27 4 bry� ^0 3 pgRCELF EXISTING SECOND LEVEL FLOOR ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2022 CGC §4504.2.1 GP� 45 2° °g 145.201 F P y° p o 146 1 � S34°56'W 1)NEW PRIMAREY BEDROOM, PRIMARY BATH, CLOSET, NEW 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 6 146, 45 w 0 > BATHROOM, LAUNDRY, RUMPUS ROOM PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4.504.2.2 ao' Q 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 §4504.23 PARC L G-95 c 145' 0 2ae a 3 EXISTING EXTERIOR: 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2022CGC §4.504.2.4 z°' 39 Z 3 N 1) NEW DOORS, WINDOWS EXTERIOR FACADE FACELIFT IN NO. DATE BY DESCRIPTION CONST. 146 CRAFTSMAN DESIGN. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §45043 Z 1452a '"" REVISIONS CITY OFFICIAL CONTACTS DE 1' 11 L ANT 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 §4504.4 '�° $34°56 j5p4a SE. o HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2022CGC §45045 � - 1aa 6 26 EASE, Z ITIS TI >E RESPONSIBII I I Y OF TI >E CONTRACTOR TO VERIFY ALL PLANNING DIVISION: CATHERINE KEYLON - (650) 558-7252 OR THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, 16 O FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION 1ao' Iv 340 2yo an CKEYLON@BURLINGAMEORG ORDINANCES, RULES AND REGULATIONS; DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS NORTH BURLINGAME FIRE PROTECTION FOR RESIDENCE �y N ° 5 6 e 1oa o. 3 5° 50' 0 FIRE:PATRICIA KOCH - (G50)-558�7618 OR A) 2022 CALIFORNIA BUILDING CODE ORANY OTHER INCONSISTENCIFS DISCOVERED SI-IALJ_ IMMEDIATELY P e 60' Z q° 3 ' 1o0' PKOCH@CCFD.ORG B)2022 CALIFORNIA RESIDENTIAL CODE BE REPORTED TO THE DESIGNER PROJECT NAME 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE r ® s 0 BUILDING DIVISION: RICK CARO - (650) 558-7270 OR 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 10 © RCARO@BURLINGAMEORG C) 2022 CALIFORNIA ELECTRICAL CODE 1ST + 2ND STORY ADDITION TO THE RESIDENCE WATER LINE TO RESIDENCE PRIOR TO ANY INSTALLATION OF METER N for 341 °° PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR D)2022 CALIFORNIA MECHANICAL MR + MRS. VIEIRA o eo' Zao MQUAN@BURLINGAMEORG 211G BROADWAY AVE 2. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA PLANS TO BE 33' S0' S34°56'w h WAY E) 2022 CALIFORNIA FIRE CODE BURLINGAME, CALIFORNIA 94010 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 gR OA ^ PAR. A-2 PARKS DIVISION: EJ'I.YN SHEA - (650) 558-7334 OR 3 © 299 ESHEA@BURLINGAMEORG F) 2022 CALIFORNIA PLUMBING CODE DRAWINGTITLE AFIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE PERMIT TO CENTRAL COUNTY FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 16546 s59 57.94' o v o N34°46:E h6 56.34 G) 2022 CALIFORNIA GREEN BUILDING CODE TITLE SHEET AND PROJECT DATA 4. PROVIDE A BACKFLOW PREVENTION DEVICE / ASSEMBLY l 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�,. ' sao°4z 2s 1v 116.28' ^ D I S T S�9O' SCHOOL _ DATE ENGINEER DRAWING NO. 5 544-°1W - 11.6y' �ryo 0o BURLINGAME ^ JLEE BURLT NGDAMEORGJENNIFERLEE-(65O)558-73810R H)2O22CALIFORNIA ENERGY EFFICIENCY STANDARDS 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. s o h �' A c 0 z s " 1 N I) BURLINGAME MUNICIPAL CODE ETC. 2307 AART ASSINK 6. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS. 75. ��' " JOB NO. 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 14ry°ry Z ? as ' •515AC W � 15 R Qp. �° w H OOL O R/ J) ALL OTHER STATE, MUNICIPAL, AND LOCAL ORDINANCES, CODES, DRAWN JFG SCALE AS SHOWN T.0 RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY50% REMOLDS CT. �� N55°c y c ROOSEVELT sc z RULES AND REGULATIONS. BY: RELEASEDTO K)) AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE BYVIEWED CONSTRUCTION 8. MINIMUM OF 1" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. 1FG CONSTRUCTION BEST MANAGEMENT PRACTICES Geurse Conceptual Desi6ns, Inc. SAN MATFO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stol7nwater best management practices (BM P) oil this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover -,tockpilcs of sand, dirt or other construction material nth tarps when rain is forecast or if not actively being used within 14 day,. ❑ Use (but don't overuse) reclaimed water for dust control Hazardous Materials ❑ label all hazardous material-, and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel. oil, and antifreeze) in accordance with city, count). state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. O Follow manufacturer's application instructions for hazardous - materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Covet' 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 overfilled Ncvcr ho%c down a dumpstcr on the construction site. O Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can he recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) Ll i)ispose of liquid residues from paints, thinners. solvents, glues, and cleaning fluids as hazardous waste. Construction Entrance and Perimeter ❑ Establish and maintain eff-ectisc perimeter controls and stabili7c all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking oil -site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hone down streets to clean up tracking. E(llllllment Management & ~pill Control Maintenance and Parking ❑ ihsignatc 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 L] If refueling or vehicle maintenance must be done onsite. work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycic or dispose of fluids as hazardous waste. O If vehicle or equipment cleaning must he done onsite, clean with water only in a b t rmed area that will not allow rinse water to run into gutters, strects, storm drains, or surface waters. U Do riot clean vehicle or equipment onsite using soaps, sole cuts, degreasers, or steam cleaning equipment. Spill Pre ention and Control ❑ Keep spill cleanup matenals (c.g.. rags, absorbents and cat litter) available at the construction site at all times 0 Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pares to catch leaks until repairs are made. ❑ 0can up spills or leaks immediately and dispose of cleanup materials properly. O Do not hose down surfaces where fluid~ have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash than away with water. or bury them. O Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. Ll Report significant spills immediately. You are required by law to report all significant releases of hazardous materials. including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of F.mcrgency Services Waming Center, (800) 852-7550 (24 hours.). Farthltlllving %-7-g 7%- , ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is establishwd Ll Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls. silt fences. sediment basins. gravel bags. berms. etc. L] Keep excavated soil on site and transfer it to dump snicks on site. nut in the struts. (onlaminated Soils Ll If any of the following conditions are obscncd, test for contamination and contact the Regional Water (Duality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Burred barrels. debris. or trash. Paving/Asphalt Work O Avoid paving and seal coating in wet weather or w hen rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. O ('over stonn drain inlets and manholes when applying seal coat, tack coat, slum seal. fog seal. etc ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters O Do not use water to wash down flesh asphalt concrete pavement. Sa%cutting & Asphalt/Concrete Removal O Protect nearby storm drain inlet: when saw cutting Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. V Sho%el, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location oral the end ofeach work day (whichever is sooner ! ) O If sawcut slurry enters a catch basin, clean it up inimediatcly. Concrete, Grout & Mortar Application U Storc concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a tempotary 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 cashing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bcrmed surface to be pumped and disposed of properly. Landscaping V Protect stockpiled landscaping materials frorn wind and rain by storing them under tarps all year-round. C] Stack bagged material on pallets and tinder cover. LJ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal O Never clean brushes or rinse paint containers into a street, gutter, storm drain, or, stream. O For water-hascd paint., paint out hnLAies to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. u For oil -based paints., paint out brushes to the extent possible and clean w ith thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. O Paint chips and dust from non -hazardous dry stripping and sand blasting ma) 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- certilied contractor. Dewatering � N1 U Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite awa) from all disturbed areas. Ll When dewatering, notify and obtain approval from the local municipality before discharging water to a strut gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. 0 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 he collected and hauled oft -site for treatment and proper disposal. 405 batj swater ave. Burlingame, California 94010 tel: 650.703.6197 email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE DATE APRIL 29, 2024 CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, pzrorl CITY , Ta LM M DESIGNS, INC. U 1 4-29-2024 I JFG I PLANNING DEPART. DESIGN REVIEW-PC-0 I I NO. I DATE BY DESCRIPTION I 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 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR. + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DATE DRAWING TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES 2307 ENGINEER AART ASSINK DRAWING NO. JOB NO. DRAWN JFG BY: REVIEWED BY: JFG SCALE: AS SHOWN RELEASED TO CONSTRUCTION BMP.1 N c 0 a� a rl- I r� N 0 N N a a 0) 3 0 N Q ry i o) 3 0 ro N Q U A 0 L s� o� gyp. p° \ �co \ LANDS OF / \ MURPHY C9 \ APN: 027-340-160 \ 1215 VANCOUVER AVE \ x % \ 93.8bo \\ \ ! o I WOOD PRIVACY \ WOOD PRIVACY \ \ FENCE \ ,5000• FENCE \ / x 94.7 \ x 93.5 I \ A�° \\ - LANDS OF , I °EICHENBAUM \ pp \ \ \� APN: 027-340-090 x 95.2 x 94.6 \ \ 2112 BROADWAY \AL x 92.7 2.6'f + 1 WOOD POST \ 0.7 f ,,�\ ,L x 94.6,,,E HEDGES A. x \ \• \� ROOF OVERHANG � 93.6 \ / � WOOD POST i / rBS�� 0.5'f WALL TO / 1 PROPERTY LINE \\ \ ORANGE T}FEE 969 x 93.6� x 90.4 S S\ � gyp• ��� =:�.; \ S0%x 96.3\ O' / MARK �.; . S \� \ LAWN EL: 93.88 \ SO �6S I A00 x 93.9`": \ 0.5'f =Vtfp x GARAGE SO GATE 95.5 HEDGES g4 ppQ,'~-F=''''''' ROOF PEAK \�00, x 94.6 �� y` �: ,90:4'..0. WOOD PRIVACY '' = �' r HT. 11.5't WOOD\\ x 90.9 ' `= �`� ` : ` >y FENCE PRIVACY \ x 94.3 �',' FENCE x 94.9 °� 9' HOSE BIB ;:�fT:T';f1NiNr,:==•c �:•y� •:.;c'. .=v'. =ice I I "C�' x 95.7 A ' z.. TW: 94 1 f .• r*. x 96.7 \\ : _ .• ::E�: '-.:6�:: "G�C3hlEi .;'r:::; :'r::: s�`ti Zc x 89. ® C 88 x .6 \ _ 1 x 95.5 :' :' = 8 5 70 \ \ I \ :.'': ,?�.`t)':'�:vl�:"h:•: ::X':3� 1 WATER \ EDGE OF CONCRETE \ `? �'' �y DOOR :.: _ :..• j o HEATER �3 gyp. FF EL: 90.09t CLOSET �). \ \ - OUTLET, \ 1, CP-17 WOOD & WIRE FENCE/ \ MARK PRIVACY FENCE EL: 90.26 LANDS OF 6gS�S\ CONCRETE 19 PARCEL A-2 \ STEPS GRANT DEED E#20019-107308 O �e (69 PM 6) APN: 027-340-100 FRO '9AA- A 6,049.5t SQUARE FEET FF EL \ �G'S RO' 'v/ 0' 26 \ 2116 BROADWAY Ikb \ S0R00 p 2 ROOF YPEAK HOUSE if, EL: 113.4f HT. 28't SO SECOND \ 5/ \ � i� \\ 87.7 \ PO 3.2'f \ WOOD & WIRE \ \ FENCE \ WOOD RETAINING � \ WALL & \ ?3 \ GAT& \ CONCRETE � �' \ \ \ FOOTING \ TW: 88. TW: 88.0t \ \ BRICK WALL HT. 88.9t WOOD \ L=134.72' PLANTER \ R=140.00' \ 'j,\ f D=55°08'10" \ 9 LEGEND SUBJECT PROPERTY LINE FOUND CITY MONUMENT (69 PM 6) \ FOUND NAIL AND TAG AS NOTED \ - - ADJOINER PROPERTY LINE CITY BOUNDARY LINE 4 HOSE BIB \ ® SET CONTROL POINT AS NOTED \ MAJOR CONTOUR LINE LANDSCAPE LIGHT MINOR CONTOUR LINE 0 CO CLEAN OUT DRAIN X X X FENCE LINE AS NOTED x 90.2 SPOT ELEVATION D4 WV WATER VALVE D4 ICV IRRIGATION CONTROLL VALVE �' GM GAS METER TW TOP OF WALL ® WM WATER METER FF FINISHED FLOOR POP O° \\ WOOD FENCE ON / PROPERTY LINE / \ \ \ WOOD UTILITY POLE 7 Ss� h0 MM HOSE BIB CONCRETE \ i�'S / w WALL h' WATER NT DOOR BRICK �x VALVE 89.96f WALL q�h OVERHEAD 89 8 UTILITY LINES 83.9 �� 0 x 82.8 \ / O� x AQry Q x 85.�. 83.4 CONCRETE\/ - - WALL \ x 79.6 � \ �g9 x 79.3 \: x 85.2 x 82.4CO _CO CO \ Iy 7 WATER METER STORY �7 \ CONCRETE ?O, \ STEPS `b / �P 85.7 \ / x x 85.3 80.3 GOB y, ICV HOSE x/85.0 / 000 TFA j x 79.5 A, A / �u 4j0 29C"o9 x 85.8 / LAWN/ '�� x 80.6, STORM DRAIN MANHOLE x 79.8 CAPPED -'�" \ `PIPE \GM �/ �, -� CONCRETE, o �F x 85. / �� / �� x 80.9 CURB & GUTTER x 79.6 x 85.7 �x 83.8 �' k- \ r \ F �� WATER METER 4.3'f I x 85.3 g / / v FIRE HYDRANT 80 8"0 TREE / T. 27'f I \) \1b.2 f / x 81.8 WATER x 80.4 \ \ VALVE / 83.3 x 81.8 BRICK WALL \ WOOD UTILITY POLE HT. 88.7f x 82.8 \ W/ GUY ANCHORS 'oo CHAIN LINK I UTILITY DROP LINE 00, FENCE STORM DRAIN 0. / / \ MANHOLE �0' / / �'S x 81.5 BRICK Ir\ / / WALL IF // PARCEL A-2� \ � (69 PM 6) \ \ 8? \ \ LANDS OF TOWN OF HILLSBOROUGH I N[H go]l�J Ek\ v I I gm I�I LANDS OF MARCOS AND DENISE VIEIRA GRANT DEED #2019-107308 2116 BROADWAY BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1" = 8' APRIL 2023 QUIET RIVER Land Services Inc. 11501 Dublin Boulevard, Suite 200 Dublin, CA 94568 (925) 734-6788 Phone N 8 4 0 8 SCALE: 1 " = 8' SETBACK TABLE BRAODWAY HOUSE # ASSESSOR'S PARCEL FRONT SETBACK 2116 (SUBJECT) 027-340-100 20.00' 2112 027-340-090 15.50' 2108 027-340-080 15.30' 2104 027-340-070 24.00' AVERAGE: 18.70' BASIS OF BEARINGS PARCEL MAP NO. 95-01, FILED FOR RECORD IN BOOK 69 OF PARCEL MAPS AT PAGE 6 IN THE RECORDS OF SAN MATEO COUNTY, AND TWO FOUND MONUMENTS IN ARMSBY ROAD TAKEN AS NORTH 55°04'00" WEST. BASIS OF ELEVATION THE ELEVATIONS SHOWN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) AND A CHCX90D-OPUS RECEIVER AND POST -PROCESS USING THE CORS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM. PROPERTY BOUNDARY NOTE THIS IS NOT PROPERTY BOUNDARY SURVEY THIS MAP REFLECTS A TOPOGRAPHIC SURVEY OF THE SUBJECT PARCEL. PROPERTY MONUMENTS WERE NOT REQUESTED AND NONE WERE SET. THE PROPERTY BOUNDARY LINE AND PARCEL AREA DATA AS SHOWN HEREON IS FOR INITIAL PLANNING PURPOSES ONLY AND ARE NOT FINAL, AS PER AGREEMENT. THE LINES AS SHOWN REFLECT RECORD INFORMATION AND AVAILABLE DATA FOR THE SUBJECT PARCEL AND RIGHT-OF-WAY LINES. NOTES 1.) THIS MAP IS NOT A PROPERTY BOUNDARY SURVEY, THIS IS TOPOGRAPHY MAP. NO PROPERTY CORNER MONUMENTS WERE SET FOR THIS PROJECT. / 2.) NO TITLE REPORTS WERE SUPPLIED FOR THIS PROJECT AND ONLY LIMITED PROPERTY/DEED RESEARCH WAS DONE, CONSEQUENTLY EASEMENTS OF RECORD, IF ANY, AND ANY RECENT CHANGES IN LAND PARCEL / BOUNDARIES WILL NOT BE REFLECTED HEREON. UNDERGROUND UTILITY / LINES WERE NOT LOCATED FOR THIS SURVEY. 3.) PROJECT BENCHMARK: VARIOUS CONTROL POINTS SET WITHIN SUBJECT PARCEL SHOWN AS "CP-XX" ALL ELEVATIONS SHOWN ARE AMSL (NAVD88). / 4.) DATE OF FIELD SURVEY: APRIL 21, 2023. / 5.) CONTOURS SHOWN HEREON ARE ONE FOOT (1.0') INTERVALS. SURVEYOR'S STATEMENT I, KEVIN M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY LICENSED BY THE LAWS OF THE STATE OF CALIFORNIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIONS OF IMPROVEMENTS AS SHOWN, ARE BASED UPON A FIELD SURVEY PERFORMED APRIL 21, 2023 BY OUR COMPANY FIELD CREW; AND I FURTHERMORE DO STATE THAT THE PROPERTY BOUNDARY LINES, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, ARE BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS SHOWN AND REFERENCED HEREON. THIS MAP AND THE ITEMS AND INFORMATION AS SHOWN, WERE DONE UNDER MY SUPERVISION AND DIRECTION AND ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SHEET 1 OF 1 DEMO. PLAN -KEYNOTES i I I I I I I I I i 1. DEMOLISH EXISTING GARAGE AND SHED TO NATURAL GRADE 2. DEMOLISH EXISTING CONCRETE PATIO AND ENTIRE DRIVEWAY 3. DEMOLISH EXISTING ROCK WALL 4. REMOVE EXISTING SHRUBS. I 5. PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO SITE FOR ON -SITE SOIL CONTROL . 6. EXISTING TREE TO REMAIN 7. EXISTING TO BE REMOVED SHOWN DASHED. 8. EXISTING LANDSCAPE TO REMAIN. 9. EXISTING FENCE TO REMOVED AND REPLACED WITH NEW i i DEMO. -GENERAL NOTES GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICA ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF PLATE 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 SUPPOOT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. Geurse Conceptual Desi6ns, Inc. SIGNATURE BOX: NAME: JESSE GEURSE DATE APRIL 29, 2024 CITY OF BURLINGAME BUSINESS Na 22811, EXPI ATION DATE 06, E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING - UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB 14A OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK. F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD DOCUMENTS. G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMENDIATELY REMOVE FROM SITE 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 DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR PATCH, REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO PREVENT LEAKAGE RETROFIT EXISTING AS REQUIRED FOR CONNECTION OF NEW PLUMBING FIXTURES. L. A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER 2022 CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 DEMO. PLAN -LEGEND 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 email: jgeurse%mail.com DESIGNS, INC. CITY O / \ 1 7-13-2024 I JFG I PLANNING DEPART. DESIGN REVIEW-PC-1 I II 1 / \ 1 4-29-2024 1 JFG I PLANNING DEPART. DESIGN REVIEW-PC-0 1 11 NO. I DATE I BY I DESCRIPTION I CONST. II 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 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DATE 2307 JOB NO. DRAWN JFG BY: REVIEWED JFG FG DRAWING TITLE EXISTING SITE DEMOLITION PLAN ENGINEER AART ASSINK DRAWING NO. EXISTING SITE DEMOLITION PLAN SCALE 1/8"=1' 0" EXISTING TO BE DEMOLISHED. CONTRACTOR TO HAVE ENTIRE SITE UTILITIES LOCATED BY USA SCALE AS SHOWN RELEASED TO CONSTRUCTION SPD.0 PUBLIC WORKS NOTES - - - - _ - N 34°56'00" E 40 33' _ --, `� SITE PLAN KEYNOTES CLlYSC� 011CC�]JtLld1 C�S1811S I11C. 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 1. LINE OF NEW FIRST STORY SHOWN SOLID + SHADED. CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER SIDEWALK, ` 2. LINE OF NEW SECOND STORY SHOWN DASHED DOT DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS ARE REQUIRED TO BE ALTERED. ` I 3. A LINE OF EXISTING SECOND STORY SHOWN HATCHED 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER v 41 ^N' 4. EXISTING GAS METER TO REMAIN. 405 Bayswater ave. FIXTURE PER ORDINANCE NO.1710, THE SEWER BACKWATER 5. LOCATION OF EXISTING ELECTRICAL PANEL AND METER UPGRADE TO MIN. 200 AMP. INSTALL PER PG&E REQUIREMENTS. Burlin8ame, California 94010 liik tel: 650.703.6197 3) SEE SHEET PW.1 + PW.2 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS - - -i F 6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. email: j8eurse@8mail.com Q COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY 4) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. i 43 �i 38 � O i FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER SIGNATURE BOX: 95.50' �� I 35 I 5' TO APPROVED FIRE PROTECTION PLANS NAMEJESSE GEURSE T.O. N.G. I T.O. N.G. SEE SHEET PW.1 w NOTE DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO LANDSCAPE OR SANITARY SEWER DATE APRII 29, 2024 ' (E) REARYARD (N) S.B. 1'-6" Q Q 4 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. �.„ ~Ii j - SEE DETAIIL, 3, SHEET PW.2 NO: 22811, EXPIRATION DATE 06/30/ 024 - -_- - Q 2G 8. LOCATION OF EXISTING WATER METER CHANGE METER AND Q \ IG o " 04 O CIO0 SIZE IN ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE DEPARTMENT REQUIREMENTS. MIN. I" METER SITE DRAINAGE NOTE W 7 41 % i % 13 PW.2 \ ; % - : ' 2 21 2 PW.2 2 wz t7, z O pi "' 9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED FIRE PROTECTION PLANS. ABANDONED WATER SERVICE SHALL BE DISCONNECTED AT THE. MAIN AND PER CITY REQUIREMENTS.) AN ENCROACHMENT 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE , _ _ -' - I I O 0 PERMIT WILL BE REQUIRED FOR THESE ITEMS. TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE PW.2 x U x Q CITY PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PW.1 AND PW.2 44 16 24 cc 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR H � F2 REQUIRED WATER LINEIN FROM CITY MALATERAL TO METER.. 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. 1 "' OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN - CITY RIGHT AWAY. `� I 4 PW.2 O 28 I 11. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER PUBLIC II. WORKS REQUIREMENTS. SEE DETAIL, SS-1 AND SS-2, SHEET PW.2. OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION WITHIN CITY _ PARKS DEPARTMEN I � 27 22 I �n DRAIN Q 20 o EASEMENT. ABANDONED SEWER LATERAL SHALL BE DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS. 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. i 1"x"\N 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) o I (N) PATIO 0 7 W 12. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE SHEET PW.1 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAYBE REMOVED 13. NEW 4" DIA. DRAINAGE LINE + 4" PERFORATED FOUNDATION DRAINAGE LINE CONNECT TO EXISTING ON SITE DRY RETENTION WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. y 13 1 WELL. DIRECT WATER TO ALL PLANTING AREA 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR (N>3-3 PW.2 14. EXISTING 4" DRAINAGE LINE TO REMAIN. CONNECT NEW TO EXIST. B U R LI I`I G A M E STRAPS. I 15. NEW DOWNSPOUT COENNECTED TO EXIST. AND NEW 4" DRAINAGE CA L l F0 RN I A 5. REFER TO SHEET L.1 FOR ALL LANDSCAPE NOTES LINE TO EXISTING ON SITE DRYWELL. I KID- _ 16. LOCATION OF DOWNSPOUT PER ROOF PLAN. SEE SHEET. A.3 IL 1G DS i / /. / / / DS I j 17. CHRISTY BOX PER DETAIL SW-2, SHEET PW1 1 18.3" DRAIN LINE THROUGH CURB. PER DETAIL SW-2, SHEET PW.1 19. EXISTING 48" X 48" X 60" DEEP DRY RENTENTION WELL TO REMAIN. • ' • ' ' UTILITY NOTE S 34°56'00" W � 60. +DHE7/ 21•00�(TIE) . �j I j // I 1 / / 21 1 pW2 A N•G• $HE - 20. DIRECTION OF EXISTING SITE DRAINAGE WITH POSITIVE FLOW TO STREET FRONTAGE AND STORM DRAIN. 21. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. DIRECT RUNOFF FROM DRIVEWAYS AND/OR EXISTING UTILITIES ARE SHOWN BASED UPON AVAILABLE INFORMATION. THERE MAY BE ADDITIONAL EXISTING F ACILITIES NOT SHOWN ON THESE PLANS. LOCATIONS OF EXISTINGUNDERGROUND FACILITIES AND UTILITIES SHOWN ARE APPROXIMATE ONLY. IT IS YOUR RESPONSIBILITY TO VERIFY THE ACTUAL LOCATION OF UTILITIES ---- ------------------------ ----- 20.00' -------------- ----- --- / (,' / �' / j' Z UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE UTILITY NOTIFICATION CENTER OF CALIFORNIA AT 811 AT ! j j. / j. // 2 22. NEW 12" X 12" AREA DRAIN. LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION. j // / j I // / 7 PW.2 23. LOCATION OF BUILDING ADDRESS. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS. EACH CHARACTER • � / SHALL BE A MINIMUM 4 INCHES (102 MM) HIGH AND A MINIMUM OF 0.5 L 1 1 44 DS DS Q I INCH (12.7 MM) WIDE THEY SHALL BE INSTALLED ON A CONTRASTING / I 2 . O BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD I I FRONTING THE PROPERTY. NOTE: ADU SHALL BE IDENTIFIED AS "A" PW.2 INSTALL PER BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BE AN ALPHA NUMERIC NUMBER WITH THE LETTER'A' AFTER THE MAIN / I I Q I 1 " (E)4'-2" DWELLING NUMBER I 20 (E)101- I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN DWELLING IMPERVIOUS SURFACE CALCULATION / I �, I I 4 UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR NON -MOVABLE STRUCTURE VISIBLE FROM THE STREET FRONTAGE AT THE PROPERTY LINE, I / 24 ± PW.2 AS WELL AS ON THE FRONT ENTRANCE OF THE ADU. 1. A DETACHED ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY DRIVEWAY, PATIO + WALKWAYS TO BE (PERMEABLE SURFACE BY PAVERS) EXEMPT. SEE DETAIL 4, SHT. PW.2 I o I (N) 9-72' o LEADING TO THE ADU WITH PROPER ILLUMINATION. NEW DETACHED GARAGE = 204 S.F. 14 0 _ II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER RESIDENCE + PORCH =1,704 S.F. z / I I 13 THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. 0 STEPS AND LANDING =176 S.F. o I o 24. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE FIRE RATED 0 - -' TOTAL IMPERVIOUS SURFACE = 2,084 S.F. DIVIDE BY LOT - 6,049 S.F. - 34 % / cr LANDS OF -HOUR CONSTRUCTION(2022 CBC, TABLE G02J ALLOWABLE IMPERVIOUS SURFACE = LOT = 6,049 S.F. X 40 % = 2,420 S.F. i / �/ 32 z Rr l z EICHENBAUM APN. 027 340 090 25. NEW CONCRETE STEPS AND LANDING Q 0 178 a a D 3 T12 BROADWAY 26. NEW 6'-0" HIGH WOOD FENCE AND ENTRY GATE / G PW.1 �' I 1 (E)10'42" 27. EXISTING FENCE ON TOWN OF HILLSBOROUGH TO REMAIN. 0 Q DS / 28. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION. 3 I INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A PW.2 28 RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV 0 / 1 CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH i1 DS III 30 SUPPLY EQUIPMENT WITH A MINIMLEUOM OUTPUT O OCR AL VEHICLE 0 � 5 i _ 29. NO STRUCTURE SHALL BE BUILT INTO CTTY'S RIGHT-OF-WAY, THIS Q I 1 I L_ _j1 30 INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX SHOW ON SITE PLAN, DIMENSION FROM 4 I PROPERTY LINE TO FACE OF CURB. ON BERNAL AVENUE, THIS (E) DRIVEWAY MEASUREMENT IS 10'-3"-FEET MEASURED FROM FACE OF CURB. 1 V 5, 8-2„ 30. LOCATION OF HEAT PUMP CONDENSING UNITS #1+#2 UNDER PORCH 04 I E)Y-Y I NEW A/C UNIT OR MECHANICAL EQUIPMENT IS GOING TO BE INSTALLED ON THE EXTERIOR OF THE BUILDING, THE NEW 8-13-2024 JIG PLANNING COMMISSION REVIEW-PC-2 U O 37 I EQUIPMENT CANNOT EXCEED A MAXIMUM OUTDOOR NOISE 7-13-2024 JIG PLANNING DEPART. DESIGN REVIEW -PC -I 4-29-2024 JIG PLANNING DEPART. DESIGN REVIEW-PC-0 Q H T.O. N.G. 85.70' I I Q I T.O. N.G. 82.80' LEVEL (DBA) OF SIXTY (60) DBA DAYTIME (7:00 A.M. - 10:00 P.M.) OR FIFTY (50) DBA NIGHTTIME (10:00 P.M. - 7:00 A.M.) AS MEASURED NO. DATE BY DESCRIPTION CONST. w OO I 20 I I FROM THE PROPERTY LINE. BMC 25.58.050 REVISIONS x 15 u I Q 31. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) WITH MIN? kWPV wEMSENG 19 20 ENERGY SYSTEM. INSTALLATION BY APPROVED SOLAR POWER DRYREMMON IENIION i I o In COMPANY. ' i 0,J &0 27 25 i (N) STEPS SS-2 35 11 w 6 PW.2 W I w 32. NEW BATTERY BACK UP POWER SUPPLY BY OTHERS. 33. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT OF ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE TT IFS TT CONSTRUCTION PW.1 33 STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMP.1 FOR DOCUMENTS BEFORE COMMENCING NORTH S 34°56'001 W 4033' _ ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. ACTIVITIES, ERRORS, OMMISSIONSOR ANY OTHER INCONSISTENCIESPW.1 J S 34°56'00" W 00' 34. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH BASINS DISCOVERED SHALL IMMEDIATELY AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES BE REPORTED TO THE DESIGNER. i TO BE IN ACCORDANCE TO BMP.1 z w a I / I 0 I I 35. EXISTING LANDSCAPE TO REMAIN. 36. NEW PERMEABLE PAVING PATIO AND DRIVEWAY PER DETAIL PROJECT NAME 1ST + 2ND STORY ADDITION TO TIDE RESIDENCE for AVERAGE FRONT SETBACK O a w cq 3 o E,ss a 12 I 4, SHEET PW.2 MR. + MRS. VIEIRA O a � w �' Ai 8\ / i 37. EXISTING CINNAMOMUM CAMPHORA TREE TO REMAIN 38. EXISTING ORANGE TREE TO REMAIN 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 AVERAGE FRONT SETBACK ALONG SUBJECT BLOCK=21'-2-1/2" 39. ALL EXISTING CURB, GUTTER, AND SIDEWALK �� T.O.0 81.80' I T.O.0 18 10 42 80.40' T.O.0 79.00' / FRONTING THE SITE SHALL REMAIN UNLESS DIRECTED BY DRAWING TITLE THE CITY INSPECTOR TO REPLACE DUE TO CONSTRUCTION SITE PLAN `w' I ACTIVITIES PER CITY OF BURL NGAME STANDARD DETAIL LANDS OF 34 39 O I L �) CITY WATER MAIN 34 40. RECENTLY REPLACED SIDEWALK, GUTTER AND DRIVEWAY. TOWN OF HILLSBOROUGH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 41. RED MAPLE TREE SINGLE STEM, UPRIGHT, AND MINIMUM 24" DATE ENGINEER DRAWING NO. BROADWAY BOX SIZE TREES. INSTALL PER DETAIL 11, SHEET PW.2 2307 AART ASSINK SCALE AS SHOWN (E) CITY SEWER MAIN 50' WIDE RIGHT-OF-WAY 1__________________________________________________________ 42. NEW GINKO BILOBA (MAIDENHAIR TREE) AND MINIMUM 24" JOB NO. ______ BOX SIZE TREES. INSTALL PER DETAIL 11, SHEET PW.2 DRAWN JIG SPA 43. EXISTING GATE TO BE REMOVED AND REPLACED BY FIXED BY RELEASED TO SITE PLAN FENCE REVIEWED CONSTRUCTION 44. NEW 6'-0" HIGH WOOD FENCE PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS PRIVATE SEWER LATERAL AND TESTING Geurse Conceptual Desi6ns, Inc. PROCEDURE AND REQUIREMENTS r A REQUIREMENTS FOR CONSTRUCTION OF ORDINANCE N0. 1329. WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 SIDEWALK (4' MINIMUM) SIDEWALK, DRIVEWAY. CURB AND GUTTER AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER I VARIES (UNLESS OTHERWISE APPROVED BY ENGINEER) 405haLTswaterave. 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 DRIVEWAY APPROACH Burlingame, Ca1ifornia94010 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. SE NOTE te1:00.703.6197 DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION, 6" MADE CURB _ I 1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA V MIN. OR AS OR 95% IN DRIVEWAY. TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY. 18" GUTTER OR V MIN. OR AS I DIRECTED BY e:mail: jgeurse@gmail.com THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE NO. 1329. MATCH EXISTING DIRECTED BY THE CITY THEry 2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' MADE MEASURED FROM FACE OF CURB A.C. A.. EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN (.-� A 1.5' TO 2.0' (TYP.) RAMP, - SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND SIGNATUREBOX: TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS. IT CAN 8E ASSUMED THAT TESTING AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER I W TO 2.0' MULTIFAMILY AREAS. SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, MATH 2LB.-LAMPBLACK PER NAME JESSE GEURSE AUGUST 1986. IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A (n'P•) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. CUBIC YARD ADDED FOR COLORATION. I f, CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS: 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING DRIVEWAY (ATTACHED) SIDEWALK. DATE APRIL29,2024 I. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT PLAN VIEW 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT N.T.S. CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. OBTAINING THE 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND CITY OF BURLINGAME BUSINESS LIC E: GEUR CO CEPT AL DESIGNS, INC. PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT BACK aF GUTTER. IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE SIDEWALK 'COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE N0:22811, EXPIRATION DATE06 30 024 650-558-7670 TO SCHEDULE AN APPOINTMENT. 4MIN. VARIES 1' MDE (MIN.) A.C. MUNICIPAL CODE SECTION 12.04.060). REMOVE/REPLACE DEEP GROOVE 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS B" MINIMUM. 2. EACH LATERAL IS To HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY. IF A CLEAN COLD JOINT CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED. THE OWNERS 2R SLOPE MAXTYP. SLOPE 8.33R CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE ° • MAX SLOPE 15R 9. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO ° ° ° . • r1• TO MATCH • •, EXISTING 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT •y, �, �, TO THE BUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE '^ 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT SEE NOTE 8 SOIL OR ENGINEERED FILL COMPACTED >i� , " DEPARTMENT AT (650) 558-7300. FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE TO 95% RELATIVE COMPACTION ,�\,�\..�/� BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY. SEE NOTE 1, 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) SECTION A -A 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND 3. TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST. N.T.S. APRONS. THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES 14. SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH COULD DAMAGE THE PIPE, AC AND CONCRETE 6 -7" +/-, REMOVE AND REPLACE MATH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. A. WATER EXFILTRATION TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH PUBUC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. WATER TO A POINT EQUAL TO THE FOUNDATIONS GRADE (FLOOR JOIST LEVEL) OR t6. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS. CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER 17. ACTUAL DRIVEWAY 'MOTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE >•• 4'(MIN.) SIDEWALK, 2% SLOPE ��" PERMIT. CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE ;2 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE 77� �.,;c•, OR THE LATERAL AT THE BUILDING. AN APPROVED BACKWATER VALVE SHALL BE ; 61� \`<" DRIVEWAY A' 19. PROVIDE AND INSTALL M402" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY _LEANOUT. A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY CONCRETE SIDEWALK. yAT DOWELS ARE ALLOWED JOINTS APPROVED AND DIRECTED BY ENGINEER. �ygx12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-9. ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE CURB FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TOUR V MIN. OR AS 1 MIN. OR AS 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE ESTABLISH THE MINIMUM TWO FEET 2'-0" WATER LEVEL BY THE CITY OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET ( ) A.C. A.C. INTO PRIVATE PROPERTY. I i THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE DRIVEWAY WIDTH VARIES AMOUNT OF WATER LOST SHALL BE MEASURED. THE LATERAL SHALL BE CONSIDERED 2' (SEE NOTE 7) 2' 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 INDUSTRIAL AREAS THAN THE 4-INCH MINIMUM SIZE. SEE STANDARD DRAWING SS-2 (3 OF 5). PLAN VIEW N.T.S. I APPROVED BY DRAWING PRIVATE SEWER LATERAL AND TESTING NO. PROCEDURE AND REQUIREMENTS DATE SS-2 APPROVED BY DRAWING APPROVED BY DRAWING mr� DEPARTMENT OF PUBLIC WORKS 8/17/2006 (1 of 4) Ru ME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. BURUNCAME SIDEWALK, DRIVEWAY, CURB AND GUTTER N0. DATE SW-1 DATE SWA DEPARTMENT OF PUBLIC WORKS 8/9/2017 (2 of 3) -- DEPARTMENT OF PUBLIC WORKS 8/9/2017 (3 of 3) ' Je 11 D' m j WYE 4,45, 1m -Z J STREET OR ALLEY AREA la. BUILDING MUST HAVE CITY CLEAN -GUT IN RIGHT-OF-WAY AREA, ALTERNATE 1 OR OWNER MUST INSTALL NEW CITY CLEANOUT. USE FIXTURES 1b. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY. R 2. TO PERFORM TEST, DOUBLE PLUG IS REWIRED BY OWNER/CONTRACTOR. ALTERNATE 2 3. AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE USE CLEAN -OUT WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSEWHERE. CO) m 'a c1 m IN 0 > 4 am 0 Z s y r FOUNDATION PLUG LATERAL AND CLEAN -OUT C Z HEIGHT (PER NOTE 2 ABOVE) 10 Cf m -- - - - - r m[n - ---- t7 4 2' MIN. W 1 fA m HEIGHT OF LATERAL A TEST PROCEDURE 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. 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 M 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 1c. REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i.e. ROOF DRAINS AND SUMP PUMP.) 2. FILL FIXTURE UNTIL WATER DOES NOT DRAIN. NOTE: 3. MARK WATER LEVEL 1. GROUND WATER IS ASSUMED AT 3'-0' BELOW GRADE. 4. SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST. n OC 5. WAIT 30 MINUTES AND REFILL TO MARK. o m 6. TEST PASSES IF WATER REFILLED IS FOUR (4) OR LESS GALLONS FOR FOUR (4-) INCH OR SIX (6-) INCH LATERAL W ALTERNATE 2 - 1. INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVELA. 0 2. CONTINUE TEST AS IN ALTERNATE 1. y> Ozi N Z c APPROVED BY DRAWING SEWER LATERAL TEST (AIR) NO. BURLINGAME CITY ORDINANCE #1329 DATE SS-2 DEPARTMENT OF PUBLIC WORKS 8/17/2006 (4 of 4) I A JUNCTION BOX (CHRISTY. EQUAL) SAWCUT AT SCORE MARKS MATCH BLOCK PATTERN. 24- MINIMUM WIDTH I I 8 x6, 10 GAUGE I I DRIVEWAY $ WELDED WIRE MESH APPROACH SIDEWALK I I Mt3 REBAR CURB gJTTER � MINIMUM ONE (1) FLAG MOTH FROM WRAP 1' A.C. REMOVE/REPLACE A PLAN VIEW sAw^ cut N.T.S. 8' STANDARD CURB 2-1/2' WARE MESH T 7 1111 MIN. 112' 112' 112' I MULTIPLE PIPES ELEVATION N.T.S. R 4DEPTH WIRE MESH 1/4�IR/FT OR MATCH FISTING /3 REBAR \A 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 N.T.S. FACE. (CHRISTY. EQUAL OR AS APPROVED) MODIFY THE EXISTING 45 DEGREE ANGLE TO WIRE MESH 45'60' APPROXIMATELY 80 DEGREES, THEREBY REDUCING THE POTENTIAL DAMAGE CAUSED BY VEHICLE M3 REBAR TIRES BUMPING THE CURB. PIPE IN ROLLED CURB N.T.S. DIAMETER PIPE (MAX.) tiD.g: 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: A CHANGE TO AN OVAL PIPE: B INSTALL MULTIPLE SMALLER DIA. PIPES; C INSTALL A #3 REBAR OVER THE PIPE IN THE CURB FACE AREA. 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. APPROVED BY DRAWING f����1 BURLINGAME STANDARD CURB DRAIN NO. SW-2 DATE 8/17/2006 DEPARTMENT OF PUBLIC WORKS I/ BURLINGAME CA L I F O RN I A o� I �11 I 1; ■ BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN ALL LIP OF GUTTER B. AIR TEST. THE CONTRACTOR EXCEPT THE PRESSURE TEST GAUGE AIR TEST EQUIPMENT TRACE FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR MAKING THE TEST. E CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL TYPICAL 5' SIDEWALK SCORING DETAIL SHALL BE APPROVED BY THE CITY THE CONTRACTOR SHALL CLEAN PIPE AND PLUG OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF ,. N.T.S. 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 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 CLEANOUT.) COMPLETE THE "WATER DEMAND WORKSHEET" FOR DETERMINING THE WATER SERVICE AND METER 11 BACK �F WALK THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE of THE SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF - LEGEND CITY w THE FouowlNG MANNER: BURLINGAME WEB SITE AT HTTP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. s s s s s s s SCORE LINE AIR SHALL BE SLOWLY SUPPLIED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR EJ - EXPANSION JOINT wPJ _ wPJ WPJ - WEAKENED PLANE JOINT PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE TO DOMESTIC EJ EJ BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE. ADDRESS: A B SEE NOTE 18 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 I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) I 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. IRRIGATION SYSTEM I - - NO. DATE BY DESCRIPTION CONST. THETO LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED I W .P ANTING PLAG FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH DRIVE APPROACH SNTI STRIP IS 10 SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5). ,. I SEAY E NOTE 7) 4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE BACKFLOW PREVENTION HOSE BIB WITH REVISIONS 6' WIDE CURB 18" GUTTER OR 1' MIN. OR AS I I. MIN. OR AS DIRECTED CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN VACUUM BREAKER ASSEMBLY THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN (10) TYPE: MATCH EXISTING DIRECTED BY THE CITY BY THE CITY A.C. k CONCRE A.C. & CONCR TE YEARS. BRAND: IT ISTIIERESPONSIBILITY OFTIIE t� I A L� B 1.V-2.0' (TYP.) IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED PRESSURE REDUCING MODEL#: CONTRACTORTOVERIFYALL AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR SIZE; VALVE (IF NEEDED) Lk FIELD CONDITIONS AND COMPARE RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED HOUSE VALVE SEE NOTE 5' TO 2.0' SAW CUT, REMOVE, AND REPLACE V MDE (MIN.) (TYP.) FULL DEPTH OF PAVING EN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. THEM WITH THE CONSTRUCTION DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO FIRE SYSTEM DOCUMENTS BEFORE COMMENCING NORTH d TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS DRIVEWAY (DETACHED) PLAN VIEW ACTIVITIES,ERRORS,OMMISSIONS EFFECTIVE FOR TEN (10) YEARS. N.T.S. OR ANY OTHER INCONSISTENCIES 5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE DISCOVERED SHALL IMMEDIATELY TESTING AND REPAIRING. THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE SALE. BACKFLOW PREVENTION ASSEMBLY BY CITY AS DIRECTED ENGINEER PLANTING (SEE NOTE 6)P 6• 1' WIDE A.C. BE REPORTED TO THE DESIGNER 1 TYPE: DOUBLE CHECK REMOVE/REPLACE SLOPE AT 1/4' PER FOOT (2?.) -y ,• PROJECTNAME BRAND: MO 6" 4 MI ° ° ,T 9 1ST + 2ND STORY ADDITION TO THE RESIDENCE SIZE: METER for M4 x,2 DOWELS OR M5 DOWELS IF DIRECTED BY ENGINEER AT 16' O.C. 1.5 M AT ALL JOINTS, NEW AND EXISTING CONCRETE MAXIMUM � SEE NOTE 14 MR. + MRS. VIEIRA -�.I 3^ SOIL OR ENGINEERED FILL COMPACTED TO 90R RELATIVE COMPACTION A4 x,2" DOWELS 211G BROADWAY AVE CUSTOMER SERVICE SIZE TO BUILDING: SECTION A -A 3• BURLINGAME, CALIFORNIA 94010 PSI N.T.S. CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE: DRAWINGTITLE 5' MDE �R A IR T (SEE NOTE 2) BY CITY ENGINEER SERVICE SIZE TO WATER METER: UP i' MDE-A.C. & CONCRETE 8.33% N TE 8 REMOVE/REPLACE SLOPE AT 1/4" PER FOOT (27Q -� TIPMAX PUBLIC WORKS STANDARD DETAILS R WATER METER SIZE: SSLOPE LOPE N N SEE B ° ° ° • DE DATE ENGINEER DRAWING NO. NOTE:IPTH ' �'�' ° ° .° a ° ° 1• REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX SOIL ECOMPACTTIIONNLL COMPACTED TO 95% IT NOTE 14 AARTASSINK APPROVED BY DRAWING PRIVATE SEWER LATERAL AND TESTING No. BURLINGAME PROCEDURE AND REQUIREMENTS DATE SS-2 SECTION B-B ( SEE NOTES ON SHEET 3 OF 3) N.T.S. 2307 JOB NO. SCALE AS SHOWN Pw. _ BURLINGAME TYPICAL RESIDENTIAL WATER SERVICE DETAIL (WITH FIRE SYSTEM) DATE DRAWING N0. APPROVED BY DRAWING _ - e/n/zoo6 (2of4) DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS NOV 2012 W-1780 SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER 07- N 0. DRAWN JIG -- DATE SW-1 BY: RELSEDTO 11 DRAWN BY: L.T. SCALE: SHEET DEPARTMENT OF PUBLIC WORKS B/9/2017 (1 of 3) CONSTRUCTION CHECKED BY: K.0 NONE 1 OF 1 REVIEWED REVISION APPROVED BY: BY JIG Geurse Conceptual Desi6ns, Inc. A PERMEABLE PAVER FROM TECHO-BLOC OR A H Fiber Rolls SE-5 EQUAL. B 405 baLJ swater ave. B. JOINT FILLING MATERIAL Burlingame, California 94010 ASTM No 8 (CSA 2.5-10 rum) AGGREGATE tel: 650.703.6197 8 _V C. BEDDING COURSE,1 %2 TO 2" (40 TO50 rum) III III —III eauail: jgeurse@gmail.com + C _V ASTM No 8 (CSA 2.5-10 min) AGGREGATE SIGNATURE BOX: Note: D. BASE COURSE, 4" (100 min) NAME JESSE GEURSE _v A Ct Jl r�,� ririri/ f[J'/ r _Vr,r,r rrr,/,/i Install fiber roll ASTM No.57(CSA5-28rum)AGGREGATE c rri irirri r r III _V //\/\/\/\ along a level contour. E /\\/\\\/\\\// DATE APRIL29,2024 �rrrr,r, r�,�rr III _VE. 4"SUBBASE COURSE J / / " rrrrrr rrrrrrr W y r�'�/r�/r/rrirr4rri rrr II I y ASTM No. 2 (CSA 40-80 mm) AGGREGATE CITY OF BURLINGAME BUSINESS LIC E : GEUR CO CEPT AL DESIGNS, INC. _V y o� F. GEOTEXTILE \\NO:22811, EXPIRATION DATE 06/30/ 024 " y Fiber rolls rr G. SUBGRADE rrr VA\/VA/VA�VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/\ j f rr H. CONCRETE EDGE F ////// a rrrr rr _Vt ri�'iri 9 i /i ri , rr/rrrrrrrrr III J/ rririll�rr/�rr�rr III rrrr III JI i r ri ri irirr�rr�,�Yrr lr r G rr i J� Vertical spacing ,�r r�4ri/ r III _V measured along the rr r r,'rr III _V face of the slope rrr II y varies between y Install a fiber roll near 1 D' and 20' slope where it transitions NOT USED NOT USED y into a steeper slope PERMEABLE PAVERS 12 SCALE-NTS SCALE=1"=1'�0" (DRIVEWAY + WALKWAYS) SCALE=1"=1'-0" D TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll 8" min 51ope 1"F'• MIN.PVC LATERAL LINE SCH.80 PVC NIPPLE vo�e� PRESSURE GAGE TIPSY 14x 21-0' RUBBER PERFORATED Cr Cl WATERLINE TO FIRE PROTECTION t -�-E MAIN WATER LINE TO RESIDENCE RISER a' TIES INSTALLED WA PIPE 71AASi 6 NAMJ3? , 2' MINTO N OYPJ + ••+ SHUT OFF VALVE4SEE FIRE PROTECTION PLANS FOR PVC SCH 40 � TEE _ N E x USCAPPROVED-DOUBLE I REQUIRED CONNECTION. PINE STAKE a/4" 3/4" CHECK VALVE ASSEMBLY 1'x 4' RWD T 1 Y4 ' GALV. 1'-6' MAN BUBBLER wood stakes I HEAD i ROOFMNG NAIL max 4' BELOW TIES � oR MAX BRANCH a F,,�I �) spacing-'—'—'1 ; BURLINGAME G� C I I C A L I F O R N I A + INSTALIEfl WITH A TYY6T AND COMPACTED TOPSOIL NAILED TO STAKE ;581 WIffS2• DIA LODGE POLE PINE STAENTRENCHMENT DETAIL WI I \� ''i N.T.S. zI °0 45 GAL OR, SMALLER Ucvn I _ _ _ - _ - _ - —...... _ (2) 3' DIA LODGE POLE PINE STAKES " NOTES: O • )' -24' BOX OR LARGER ` ° ° 1 If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted. I SHUT OFF VALVE FOR IRRIGATION l n " � 1 x 4 ROUGH REDWOOD IIVffH (D Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. I IRRIGATION WATER VALVES 2' GALV. NAILS EACH CONNECTIONo ° • b tt OCAS ON PREVAILING BAND �— MAIN WATER LINE FROM CITY METER VERIFY SIZE WITH FIRE PROTECTION - • - ' WIND SIDE) July 2012 California Stormwater BMP Handbook Portal 5 of 5 `� • �° �• Construction APPROVEDPLANS re RACE ROOT CROWN 2' ABOVE FINISHED GRAD www.casga.org NOTE CONTRACTOR TO CHECK ALL WATER LINE SIZES WITH FIRE PROTECTION � / 0 2" OF FINE SCREENED FIR DARK PLANS. � FINISHED GRADE N CONC. STEDBL. CCK. VALVE - SCH. BD PVC NIPPLE MIN. x .. PIPE SIRE -MATCH BASE OF HEAP ° a o �• SCARIFY SIDES PROVIDE A L MIN, MAX FIBER ROLL —WATTLE DETAIL ASSEM. DCVA PS K X SLOT TO Allow FOR SE7'TLEtvTEFt ° c ^- W ( ) L Z a — :. I - ....:...� � ROOT BALL YrRAP PERFORATEb PIPE IM7Fi RLTER 4 FABRIC. " 4' DIA. x 31-'y PERFORATED SCALE=1"=1,_0" SCALE=1"=1,_0" o . o I C06I NATIVE 301E STYRENE DRAIN PIPE o " FOR BASE FILL BOTTOM 6' OF DRAIN. a PIPE Wl 112 IN, DRAIN ROCK 2 X CONTAINER 4- D NON. 4' DIA. x V-0' LONG PERFORATED STYRENE PIPE WITH BLACK STYRENE DRAIN GRATE COVER AND BUBBLER DETAIL SLOPE 5% AWAY FROM BUILDING FOR NOTES: BUBBLER IRRIGATION I GROUND/LANDSCAPE AREAS, OR2% USE 2 PIPES IN CONCRETE CUT-OUT AREAS. PUT PIPE AWAY FROM BUILDING FOR ON UPHILL SIDE OF TEL LEVEL SUE NORTH OF TREE. I HARDSCAPE AREAS, FOR TEN FEET z UNLESS NOT PRACTICAL LONGITUDINAL w SWALES MAYBE USED. USE GRASSY SWALE OR OTHER Q a MATERIALS TO MINIMAZE SEDIMENTS Z 2 w O OI z M 2% VARIES 5% VARIES TREE PLANTING WITH BUBBLER IRRIGATION SCALE=NTS i 0 COMPACTED i 5' MIN. GROUND NATIVE � 10' MIN. FROM PROPERTY LINE SURFACE FILL PIPE JOINT 10 MIN. ABOVE GROUND OPTIONAL CLEAN -OUT 1 a 6" MIN. 1) I% SLOPE MtN. 2' MIN. r U—\RTI—iEN SWALE DETAIL z TRAPPED SILT BASIN, -_ 2 SCALE=NTS 00 AS REQUIRED r 12" THICK LAYER OF `. 3 4" - 2 1 2" WASHED DRAIN ROCK z( p 4K �;i` )chi 4" SDR-35 SOLID PIPE BETWEEN THE PIT LINING AND THE � EXISTING 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 0000 FORAREADRAINS w EARTH WALL, AND UP TO THE LID O O O p-- ORNEW O Rt 9 FOUNDATION ANDDOWNSPOUT NOTE: ALL GRADING IS BASED OFF OF oO IN PATH I OF TRENCH I w cat` > Ji NO. DATE BY DESCRIPTION CONST. X IN � THIS ARCHITECTURAL SECTION. THE FILTER FABRIC ADJACENT GRADE AND GFF DIMENSIONS 1 O �O� u r•.o� �� (MIRAFI 140N OR w SHOWN HERE MUST BE KEPT. NOTIFY THE REVISIONS EQUIVALENT) Q ENGINEER BEFORE MAKING ANY 1 SLOPE 5% FROM c� ODOR Z 1. Sizing: See adjacent table to size the drywellCHANGES. GROUND TO s) based on BOTTOMOFWOOD ��vY impervious area. OO O FILTER MATERIAL (DRAIN Q ROCK) (CLASS 2 2. Siting Criteria: The base of the drywell must be at least 5' above seasonal high groundwater. PERMEABLE CALTRANS F n SPEC, OR OTHER O 3. Setbacks: Measured from the center, the drywell must be 10' from APPROVED MATERIAL, foundations and 5' from property lines except next to the 1 SUCH AS3/4"DRAIN ROCK. right-of-way where no setback is required between the edge of the 1 00000 a- drywell drain rock and the property line. The foundation setback is for O 0 8' plastic mini-drywells. \ OO OO O PERFORATED PIPE (4" IT IS TFIE RESPONSIBILITY OF TFIE SILL. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE SLOPE 5% AWAY FROM BUILDING FOR TFIEM WITH TFIE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH GROUND/LANDSCAPE AREAS, OR 2% ACTIVITIES, ERRORS, OMMISSIONS AWAY FROM BUILDING FOR OR ANY OTHER INCONSISTENCIES HARDSCAPE AREAS, FOR TEN FEET DISCOVERED SHALL IMMEDIATELY HN. FLR. UNLESS NOT PRACTICAL LONGITUDINAL BE REPORTED TO THE DESIGNER z SWALES MAYBE USED. 00 PROJECT NAME \ MIN. DIA, SLOPED TO 1ST + 2ND STORY ADDITION TO THE RESIDENCE DRAIN, PERFORATIONS + for OO O 5. Access: In residential settings, on access cleanout is optional but - ---------------- -----,.------ ------ - - - - - 5% NAT. GRD. MR. ,�ram1� �� ,,ff�� � p O O O DOWN, 2"-3"OF FILTER highly recommended. CONSTRUCTION REQUIREMENTS loll\. + MRS. VIEIRA MATERIAL BELOW PIPE 211G BROADWAY AVE OO O 6. Pre -Treatment: A trapped silt basin such as a Bumped catch basin Smearing the soil surface during excavation can limit is required except for drywells managing roof runoff and runoff infiltration rates. If smooth excavation tools are used, BURLINGAME, CALIFORNIA 94010 from pedestrian -only areas. roughen the sides and bottom of the excavation with a 7. The top of the perforated drywell sections must be lower than sharp pointed tool. Remove loose material from the ADJACENT GRADE DRAWING TITLE neighboring foundations. bottom of the excavation. SITE DETAILS 12" MIN. DATE ENGINEER DRAWING NO. 2307 AART ASSINK TYPICAL FOUNDATION/GFF / JOB NO. SCALE AS SHOWN PW.2 SUBDRAIN CROSS SECTION DRYWELL DETAIL GROUND SECTION DRAWN JFG 7 BY: RELEASED TO 10 SCALE=NTS SCALE=NTS SCALE=1"=1'-0" 1 SCALE=1"=1'r0" REVIEWED JFG CONSTRUCTION BY: Maximum Catchment Area Managed Drywell Depth b One O ell 2W'dlameter 48"diameter 5' 1000 sf 2500 sf 10' 2500 sf 4500 sf 15' 3500 sf 5000 sf 2x2 plastic mini- drywell(maximum 500sf of 2 drywells per catchment) DEMO. PLAN —LEGEND DEMO. PLAN —KEYNOTES Geurse Conceptual Dosi6ns, Inc. 1. DEMOLISH EXISTING WHERE SHOWN DASHED AND ALL FLOORS TO SUBSTRATE EXISTING TO BE DEMOLISHED. I I 2. DEMOLISH EXISTING STEM WALL TO EXISTING SLAB CONTRACTOR TO VERIFY LOAD BEARING WALL PRIOR TO REMOVAL OF SAID WALL IF WALL IS A BEARING 405 bayswater ave. CONTRACTOR SHALL SUPPORT SAID Burlingame, California 94010 WALL AS REQUIRED TO PREVENT ANY tel: 650.703.6197 DISTURBISH TO EXISTING STRUCTURE e:mail: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE EXISTING TO REMIAN DATE APRIL 29, %24 ' I I 4 CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. N0:22811, EXPIRATION DATE 06/30/ 024 I I zl vl ---- r - I I F_ -1 SKYLIGHT L -1 BREAKFAST I1 KITCHEN AREA 1 1 7'-8"AFF Iw 1 �-------t� 4 (N)3'-8'X'-7, �C 1 @45 �11 `, II III III � II L - 1 - L _ I _ yT i ¢aEOFExisrn rcxFaxwau BURLINGAME �--- - - T 1 Ll JJ I � F__T —I - 1- - - -- -Ill' II I (E)UP I C A L 1 f•' (1 K N 1 r� ail 1 (E)LANDiTi I I 1 LI_ 4 11 (N)2'-4'X4'-9" III CSMNT. WND_ . • 36 11 1 _ \ - - - 8'-9"AFF L�U - TEI�.GLS -----1---LI (E)UP DEMO. NOTES -GENERAL _(N)2'-4'X4'-9" GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: TENm.Gis J - A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. L LJ \ k3'-0"X4'-9"_ 1 F- 24 1 � -\CIB. - - - - - ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL @ III ELECTRICAL ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF III PLATE I I I I 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY 1 DESIGNER OF ALL DISCREPENCIES BEFORE PROCEEDING WITH WORK DINING ROOM C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND 1 I = I (E) CLG. HGT 8'-9" (E)LIVING ROOM PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND = (E) CLG. HGT 8'-9" III "X4'-9" (N) 2'-4 SUPPROT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, y-{ - - - - - - CSMNI. WIND I SETTLEMENT, DAMAGE OR INJURY. IMI III III TEW. GLS W I D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY m OF THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS (N)3'-0"X4'-9" 1 11 III TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS 4 III 1 (N) 2'-4" X4'" UNTIL SAFETY IS RESTORED. III III-��� III TEW GLS E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING III UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND I OBTAIN APPROVAL BEFORE STARTING WORK. III III (E)2'-4"X4'-9" 0 0 III_ _ Q csm�j WIND F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED AWNING - III TFM GLS I SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN Q TEW.Gis \ PROJECT RECORD DOCUMENTS. t 1 W BATH 1' 1�0.1 1 i 1 (E) CLG. HGT 8'-9" G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF 0 8'-9" AFF 1 MATERIALS BEING DEMOLISHED. IMMENDIATELY REMOVE FROM SITE \ H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO 01 / `♦ ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT THE EXISTING - - - _ F _ - - - - - - - - - - - - FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE Aff v ;, I 1 1 1 I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE Q o c 1 ENTRY 1 I AUTHORITIES HAVING JURISDICTION. Z I a z I a I 1 I J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE II CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION,RELOCATION, (E)BEDROOM N0.1 /OFFICE NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, (E) CLG. HGT = 8'-9" 1 1 REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT - — — — — — — - � — — — — J 1 m 1 NO CHARGE TO THE OWNER 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO - - - - - - PREVENT LEAKAGE. RETROFIT EXISTING AS REQUIRED FOR I CONNECTION OF NEW PLUMBING FIXTURES. REVISIONS (M 2'-6" X4'-9" I L A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND @24 I_ DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO ITIS THE RESPONSIBILITY OF THE III - - - - - - - - _I - - - - J I AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION - T - - - - - - - r DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS c `? OR ANY OTHER INCONSISTENCIES d DISCOVERED SHALL IMMEDIATELY ?� ?� BE REPORTED TO THE DESIGNER PROJECT NAME z I@� 1ST + 2ND STORY ADDITION TO THE RESIDENCE for 211E BRO W Y AVE BURLINGAME, CALIFORNIA 94010 DRAWINGTITLE FIRST LEVEL DEMOLIOTION FLOOR PLAN ENGINEER DRAWING NO. CDATE ) B 2307 AART ASSINK JOB SCALE AS SHOWN DMA DRAWN JFG BY: RELEASED TO FIRST LEVEL DEMOLITION FLOOR PLAN I SCALE 1/4"=1`_0" BY: JFG CONSTRUCTION KEYNOTES CON T INUED Y-3" 26-112"9 10142" FLOOR PLAN KEYNOTES G o u rs o Conceptual Do s i 8 n s, hi C. 17. NOT USED I& 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE 1. KITCHEN NOTES -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN 6'-7" 15'-102" MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM 2022 CGC §4303.1.4.4 DASHED. PROVIDE AT GEEING ABOVE ALL LIVING SPACE ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 bayswater ave. 19. DECORATIVE CEILING BEAMS. CHOSEN BY OWNER CONTRACTOR INSTALLED. Burlingame, California 94010 20. PROVIDE MIN 5/8" TYPE'X" GYP. BD. ON GARAGE SIDE 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY tel: 650.703.6197 21. 36" X 36" MIN. LANDING. OTHERS. CONTRACTOR INSTALLED email: jgeurse@gmail.com SIGNATURE BOX 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE 3. LINE OF SECOND LEVEL FLOOR FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF NAMEJESSE GELIRSE STONE OR TILE MATERIAL I 4 I 4. LINE OF SOFFIT, TYPICAL. @ 8'-6 23. PROVIDE 2'-8" X 6'-8", 45 MIN. RATED - 1-3/4" SOLID CORE FIRE RATED I 5. BATHROOM NOTES DATE APRU- 29, 2024 ' DOOR WITH SMOKE GASKET AND SELF CLOSING MECHANISM AT - - - - `�' - - - -- - - •. •. • -MECHANICAL VENTILATION @ BATHROOM GARAGE 24. NEW LOW PROFILE OPERABLE SKYLIGHT. - - - - - - - - l - ,L� BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. 2-8" (5 PANEL BI_FOLD FRCH DR TEMP.GLS -� r-� 1 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 25. NEW ELECTRIC HEAT PUMP FURNACE SEE TITLE 24 REPORT I o o THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR 26. NEW ATTIC ELECTRIC HEAT PUMP FURNACE SEE TITLE 24 REPORT I . TRASH Sm D.W.RECYL 7 OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM 27. NOT USED i CAPABLE OF PROVIDING 5/AIR CHANGES/HR KITCHEN 3'-o'X5'_o_ 28. NOT USED J CLG. HGT. = 8'-9" ; CSM�. War. ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. 1 3'-6" 4'-0" 16'-72° G • PLUMBING WALL PROVIDE 2"X 6" STUD WALL BEHIND PLUMBING FIXTURES. 29. NEW ELECTRIC HEAT PUMP WATER HEATER SEE TITLE 24 REPORT. CSMT. WIN. _ _ _ I 30. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR TEMP. GIs I , J 1 • -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION I I EXCEED 1.28 GAL / FLUSH. 2022 CGC §4303.1.1 31. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT - L ■ 1 • -FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES HAVE QUICK -ACTING VALVES (I.E. DISHWASHER HOT WATER LINE AND THE HOT/COLD WATER LINES FOR THE CLOTHES O Q 1 1 WITH ONE FULL FLUSH. WASHER.) 2022 CPC 609.10 I W F I Y RO M 1 THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 32.30" X 30" MIN. SIDEWALL ATTIC ACCESS PANEL C G. HGT. = 8'- " +ss ISLA(vD 1 c' 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 O 5 �000,00 o ; 1 5 • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 PSI. 222 CGC §4303.13 WALL LEGEND A9 I F__ U I A9 MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 J 2 0 X4-0" a J I GPM, AT 60 PSI. 2022 CGC §4303.1.4.1 • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL 'HAVE ALL CSMT WIN. cis i REQUIRED STANDARDS LISTED ON THE PLANS,1.2 GPM FOR FAUCETS EXTERIOR + INTERIOR WALL g i 3_o•X51-o_ c° AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC EXISTING WALL TO REMAIN I „ 3�4" 3'-4" 5'-0" '5'-32"67c i csr. wIN. i TEMP.GLS §4303.1.4 • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART _ _ X3�r OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY I CONTROL MEETING REQUIREMENTS OF CGC SECTION 4.506.1. o I LINEOFEXSTINGRE - - RWALL �^J/ - • -BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER B U R L I N G A M E EXTERIOR W ATT . I L_ T� REFRIG.48'x24' r I COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT C A L I I U R N 1 n 2X4 STUDS AT 16" O.C. EXTERIOR WALL W/SHINGLE 13 r - - - FINISR SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF LAP SIDING O/ TYVEX O/PLYWOOD. INSULATION I Q LT I ELEc I NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE PER TITLE 24 IN WALLS. I HEAT PUMP WALLS WALLS TO UNDERSIDE OF CEII ING INTERIOR WALL -" T. DR 4 2'6 I -1 FURNACE I ;� • FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR , 111 • 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM J - - cAa. - - F F - - - i; CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, • 2X6 STUDS AT ALL PLUMBING WALLS. o F_6x4�" �� ' PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS ` - • - . DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. In CSMT. WIN. ! TEMP. GIs 1 ry c PANTRY �G /ELECT MAT GYPSUM OR FIBER REINFORCED GYPSUM BACKERS SUCH AS I (HEAT WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. NOTE EXTERIOR BEARING WALLS LESS THAN FIVE 1 L L L L L L HM/ NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. FEET FROM THE PROPERTY LINE WILL BE BUILT OUT - - - -1- - OF ONE -HOUR FIRE RATED CONSTRUCTION 2'-e' PKT. DR +8 8° soFFrr (2022CBC, TABLE 602.1 ~cc" -c� 6. BEDROOM NOTES - I I `� ^ c, -I I • ✓ WINDOWS AT BEDROOMS (EGRESS} HOUR FIRE RATED WALL BETWEEN GARAGE AND ! I MIN. CLR. OPENING, 5.7 SQ. FT. LIVING SPACE I i i -om'-o= 3'csMT. - n I • MIN. CLR. HEIGHT. 24" PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED s'-o x5 0"_ . i wIN. i TEMP. GLs • MIN. CLR. WIDTH, 20" WALL PER CODE FOR REQUIRED SEPARATION csr 1T wRv. i ,� c,Is I I cf14 1 • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED BETWEEN GARAGE, LIVING SPACE AND OR ! FLOOR ATTACHED ADU UNIT. SHOWN DASHED. , I • -LIGHT AND VENTILATION @BEDROOMS: i _ - 5 0 D NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH ! 3'-0"'� o" ,�3 1 d r AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. ; TEW GLS ! 7�INGRJ7 LG.HGT= 1 (E)LIVING ROO II 0 u -PFT) I NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR POLLUTANT CONTROL � I I (E) CLG. HGT = 8'-9° � � II � WITH I 1 11 I AREA (MDETEC (2022 CGC �4.504) 8 • -SMOKE DETECTORS: OR ❑ REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE 1-6" I ; I LOCATED IN THE WALL OR CEILING IN' CORRIDORS PROVIDING CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC 10'-10" 3'-0 �.-0- . i CSMT. WIN. ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION .TEMP. GIS BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET i 3'-0 X5'-0" l SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN Q METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY 4-6"SUM csmr. WIN. ALL AREAS OF THE BUILDING OR BE TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY i TEMP.GLS INTERCONNECTED.SMOKE DETECTOR SHALL BE ENTER THE SYSTEM 2022 CGC §4.504.1 � CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY2. Q ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL 2.G �w) 5.0' FRNCH PKT. DR (N) 5-0° FRNCH TEMP.GLS. TT MP_GIs. PKT. DR. � BACKUP.FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY cI (TEMPIG. 5'"AwNuvc. [10 Lv 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. MANAGEMENT DISTRICT STANDARDS. 2022CGC §4.504.2.1 TH NO.1 d� L3. I 8.1-1/2"THRESHOLD AFTER FINISH MATERIAL PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 1 HGT = 8'-9" I W (N)FOYER ¢ • THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 2022 CGC §4.504.2.2 1 8'-9" AFF I CLG. HGT. = 8'-9" - ; � � ; 1'-o"X4'-o- m THAN 7-1/2"LOWER THAN THE FLOOR LEVEL AT DOORS 1 I o rCSm Gwfi LS I" SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT 4. AEROSOL PAINTS AND COATINGS WILL MEET THE I ,. ; �, � - - - - � � - - - - - - - - - I , � \ THE DOORS SWINGING OVER A LANDING. PRODUCT -WEIGHTED MR LIMITS FOR ROC, AND COMPLY WITH PERCENT �, Q VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 9. TEMPERED GLASS SHOWER ENCLOSURE 2022 CGC §4.504.23 1 2'-8" DR 2'-8" DR 2'-8" DR - - - - Y-0" X 8'-0" DR W/ 2-0" X 8'-0" SmELIGYM TEMP.GLS. 2, 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 0 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH I ILALL ALL DOORS AT 8'-0" HIGI-. TYP. MATERIALS. 2-O'X3'_o" 1-CAR GARAGE I - 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A 2022 CGC §4.504.2.4 CoMBO i o W ; o 1 - DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN CSN -1I 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT - I TEMP. GIs CLG. HGT. L VOLUME i u P. i I APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE 8-13-2024 JIG PLANNING COMMISSION REVIEW-PC-2 REQUIREMENTS. 2022 CGC §4.5043 EDROOM N .1 /OFFICE I II i DISHWASHING MACHINE CPC SECTION 807.4. G. WHF.RF. RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE w1 (E) CLG. HGT = ' 9" 2' 6 X4 0" '"�c' BED ��. w�. COVERED POR H I ���' ~�� �;' 13. POLE AND SHELF. 7-13-2024 JIG PLANNING DEPART. DESIGNREVIEW-PC 1 FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 1 I I ; rEMP. cLs. _ CLG. HGT. ? 1 l - 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER. 1-HR. FIRE RATED 4-29-2024 JIG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. 2022 CGC §4.504.4 �I i I I � 1 15. FIREPLACE NOTES 7.HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE ❑ 1 • "PRE-FAB ELECTRIC METAL 17MEPLACE MANUFAC: CONSULT OWNER ON DESIGN REVISIONS LOW FORMALDEHYDE EMISSION STANDARDS. I I MODEL TBD. VERIFY FOUNDATION WITH MODEL 1 TT IS TI TE RESPONSIBILITY OF TI IF. 2022 CGC §4.504.5 TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONTRACTOR TO VERIFY ALL (2)4'-0"XT-0" CARRIAGE GARAGE DOOR W/TEMP GLASS. � I - - - - - - - - DN - � I CONSULT OWNER ON DESIGN • - NON-COMBUSTIALE HEARTH: FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION __ _ ,,yy INDOOR v`IAl LR USE (2022C(�C T. O�) - �'�. %� .G - - - - - - � , -CONTRACTOR TO VERIFY WITHMANUFAC;SPEC. FOR ALLREQ. DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS NORTH �� \ a a I I ROUGH OPENING FOR UNIT PRIOR FRAMING. ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US OR ANY OTHER INCONSISTENCIES/ DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING c, Iv c, Iv 1 1 EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 4.503.1 PROJECT NAME THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE 1ST + 2ND STORY ADDITION TO THE RESIDENCE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA - - for PLUMBING CODE 2022 CGC §43033 L MR. + MRS. VIEIRA 16. STAIRCASE NOTES 2116BROADWAYAVE -STAIRWAY. BURLINGAME, CALIFORNIA 94010 I I I PROVIDE 1 LAYER 5/8" TYPE X" G.W.B. AT ALL WALLS AND SOFFIT FOR ENCLOSED SPACE BENEATH DRAWING TITLE 13'-2" 11'-0" USEABLE STAIRWAY. • "" TOP OF RAIL 034" TO 38" ABOVE TREAD NOSING. T ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER FIRST LEVEL FLOOR + DETACHED GARAGE PLAN 10'-10" 1 26'_11" 2 AND SHALL TERMINATE IN A NEWEL POST OR WALL HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1 -1/2" MIN. DATE ENGINEER DRAWING NO. B.G A G [�, G R l� TO 2" MAX AART ASSINK MIN.1-1/2" CLEAR BETWEEN RAIL AND WALL @ OPEN RAU , 2307 SCALE AS SHOWN SEE GUARDRAIL JOB NO. A.1 • GUARDRAIL @ 42" ABOVE FINISH FLOOR DRAWN JFG HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL. 1-1/2" MIN. TO 2" BY. RELEASED TO MAX BALUSTERS SPACING NOT TO EXCEED 4" O.C. CONSTRUCTION DETACHEDGARAGE FLOOR PLAN I FIRST LEVEL FLOOR PLAN I SCALE 1/4"=1'_0" BY: VOWED JHc RESIDENCE LOT COVERAGE EXISTINGLOTAREA: 6,049SQ. Fr. I I Geurse Conceptual Desi8ns, Inc. MAXIMUM LOT COVERAGE: 6,049 SQ. FT. X 40% = 2,419 SQ. FT. EXISTING LOT COVERAGE =1,260 SQ. FT. 405 bagswater ave. Burlin8ame, California 94010 tel: 650.703.6197 ALLOWED GROUND ADDITOIN =1,159 SQ. FT. email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE - - - 4 DATE APRIL 29, 2024 ' CITY OF BURLINGAME ALLOWABLE FLOOR RATIO CITY OF BURLINGAME BUSINESS LIC E: GEUR CO CEPT AL DESIGNS, INC. - D8. - - D S NO: 22811, EXPIRATION DATE 06/30/ 024 NEW FIRST LEVEL FLOOR • • I o o / • • / / / ' / / / / + BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA 1100 S.F. ' — SHOWN HATCHED) -351 S . FT. G . = 9 H8'- I / / RESIDENCE: 32 PERCENT X 6,049 S(�. FT. = FT. `� 1935 + 1100 =3035 SQ, BUILDABLE FLOOR AREA. lo oo R o 1 I FLOOR AREA CALCULATION H.=/8'' / 1 / EXISTING FIRST LEVEL FLOOR PLAN: I � I . / 1 � / I 1,186 SQ. FT. I � I EXISTING SECOND LEVEL FLOOR PLAN: 903 S. FT. TOTAL EXISTING FIRST+ SECOND FLOOR AREA: 2,089 SQ, FT. L_ / LINE OF EXISTINGREARWALL NEW FIRST LEVEL FLOOR PLAN: 551 SQ. FT. BURLINGAME C A c IF I0 K N 1 A I Ds. • I • Ds. I NEW SECOND LEVEL FLOOR PLAN: I 542 SQ. FT. TOTAL NEW FIRST+ SECOND FLOOR AREA: 893 SQ. FT. • TOTAL NEW FLOOR AREA: 893 + 2,089 = 2,982 SQ. FT. I +8'-6" EXISTING FIRST LEVEL FLOOR I I I I I (SHOWN HATCHED) =1,186 SQ. FT. I i (E) G. I I T = ' 9" I E (E LG. GT '-9" - I L I 0 � � 0 / B H O. E) G.I - - G.I T. _ ' 9" / I D.S. 2 0 / CL GT 01-4 O I D8. • I / 1 , � � � - - NEW COVERS PORCH W r rr T 8-13-2024 JFG PLANNING COMMISSION REVIEW-PC-2 / w / / / I NEWDEATCHED GARAGE C H = 8'" � / R / / i CLG GT. t � SHOWN HATC ED ( ) 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 L 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. . � =2 (SHOWN HATCHED) 04 SQ. FT. , I / — -167 SQ. FT. / / REVISIONS • I f I IT IS TFIE RESPONSIBILITY OF TFIE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION `t � �J.G - - - - - - - - _ _ 1 DOCUMENTS BEFORE COMMENCING ACTIVITIES ERRORS OMMISSIONS OR ANY OTHER INCONSISTENCIES NORTH � �\ �; I -4 • - - 1 1 DISCOVERED SUALL IMMEDIATELY BE REPORTED TO THE DESIGNER - - PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE - - ® ® I for 211 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE FIRSTLEVEL FLOOR AREA CALCULATION PLAN B.G A.G C B A DATE 2307 ENGINEER AARTASSINR DRAWING NO. SCALE: AS SHOWN JOB AISF DRAWW N JFG BY: REVIEWED BY: JIG RELEASED TO CONSTRUCTION GARAGE FLOOR AREA CALCULATION FIRST LEVEL FLOOR AREA CALCULATION I I SCALE 1/4"=1'-0" DEMO. PLAN -LEGEND DEMO. PLAN -KEYNOTES GCUYSC Conceptual DeS16nS, Inc. 1. DEMOLISH EXISTING WHERE SHOWN DASHED AND ALL FLOORS TO SUBSTRATE EXISTING TO BE DEMOLISHED. 2. DEMOLISH EXISTING STEM WALL TO EXISTING SLAB CONTRACTOR TO VERIFY LOAD BEARING WALL PRIOR TO REMOVAL OF SAID WALL IF WALL IS A BEARING 405 bayswater ave. CONTRACTOR SHALL SUPPORT SAID Burlingame, California 94010 WALL AS REQUIRED TO PREVENT ANY tel: 650.703.6197 DISTURBISH TO EXISTING STRUCTURE e:mail: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE EXISTING TO REMIAN DATE: APRIL 29, 2024 ' 4 CITY OF BURLINGAMEBUSINESS U E : GE CO C AL DESIGNS, INC. NO.22811, EXPIRATION DATE Z3CO/ 024 a0I� I� LINE OF EMUNG REAR 3 BURLINGAME — _-- F F T C A L 1 F 0 It 1 n III Ll II AFFTr_------------- �' 1� � -------_— ♦ LAUN. I III M - • - - I 11' 4" <♦�3�{ ♦ L� JI I I I� M AFF d3�♦ �, RM _ - - I DEMO. -GENERAL NOTES ♦� �� ` ♦ '�♦ 12'-6" �2'-6" I 7-11" (N)4— r T — = J III — AFF L — — 11 I III GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: BATH AFF (— — — I I @7o III III III A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. I I� H II I I I I B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ------------ ELECTRICAL ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF -61/ \ \d3, PLATE 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY \/ DESIGNER OF ALL DISCREPENCIES BEFORE PROCEEDING WITH WORK II L--- AFF H SL93 x 95 C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND III PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND (N) 2-5"X4'-Y SUPPRRT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, ===z SLI06 x 95 III @36 SETTLEMENT, DAMAGE OR INJURY. D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY OF THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS _ UNTIL SAFETY IS RESTORED. 11'8" T-11" E. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING `FF AFF UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND III OBTAIN APPROVAL BEFORE STARTING WORK. 0 III III 12'-6" �1'�10" BEDROOM 2 F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED 0 (N) 5'-10'X24 - III AFF AFF SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN @55 III PROJECT RECORD DOCUMENTS. III PRIMARY G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF 0 III BEDROOM MATERIALS BEING DEMOLISHED. IMMENDIATELY REMOVE FROM SITE 7-11" AFF 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 0 _ _ _ J = FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE / \ T DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE \ \ I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE c AUTHORITIES HAVING JURISDICTION. / \� �o♦♦ J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE �� ,� CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO NO. DATE BY DESCRIPTION CONST. PREVENT LEAKAGE RETROFIT EXISTING AS REQUIRED FOR (E)DECK CONNECTION OF NEW PLUMBING FIXTURES. REVISIONS L A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO ITIS THE RESPONSIBILITY OF THE AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CGC 4.408 CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE L AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 THEM WITH THE CONSTRUCTION - - - - - - - r - - - - 1 DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SECOND LEVEL DEMOLIOTION FLOOR PLAN DATE ENGINEER DRAWING NO. C 2307 AART ASSINK JOB SCALE: AS SHOWN DM.2 DRAWW N JFG BY: RELEASED TO SECOND LEVEL DEMOLITION FLOOR PLAN ��� CONSTRUCTION SCALE 1/4"=1`�0" BY: JFG KEYNOTES CONTINUED 26 "II`2 FLOOR PLAN KEYNOTES G e YS e Conceptual Des 16 n S Inc. IT NOT USED 1. KITCHEN NOTES -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 18. 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT U , PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED WALL PER CODE FOR 10'-6" 16'-52" MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHO 2022CGC §4303.1.4.4 DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 1 82 ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 bagswater ave. 19. DECORATIVE CEILING BEAMS. CHOSEN BY OWNER CONTRACTOR INSTALLED. Burlingame, California 94010 20. PROVIDE MIN 5/8" TYPE 'X" GYP. BD. ON GARAGE SIDE 2. COUNTER/CABINETS/FINISHMATERIAL AND STYLE AS SHOWN BY tel: 650.703.6197 21. 36" X 36" MIN. LANDING. OTHERS. CONTRACTOR INSTALLED email: jgeurse%mail.com SIGNATURE BOX 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF gl g I 4 I 3. LINE OF SECOND LEVEL FLOOR NAME: JESSE GEURSE STONE OR TILE MATERIAL �I 8II I I 4. LINE OF SOFFIT, TYPICAL @ 8'-G (:a 23. PROVIDE 2'-8" X 6'-8", 45 MIN. RATED - 1-3/4" SOLID CORE FIRE RATED �I� ` I `�I 5. BATHROOM NOTES DATE: APRIL 29, 2024 ' DOOR WITH SMOKE GASKET AND SELF CLOSING MECHANISM AT ., GARAGE %� I • MECHANICAL VENTILATION @BATHROOM �I BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. 24. NEW LOW PROFILE OPERABLE SKYLIGHT. - - - - - - - - - - - - - - - - `* SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF NO 22811, EXPIRATION DATE OG/30/ 024 TOWELS OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS 25. NEW ELECTRIC HEAT PUMP FURNACE SEE TITLE 24 REPORT 26. NEW ATTIC ELECTRIC HEAT PUMP FURNACE SEE TITLE 24 REPORT i THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM 27. NOT USED o CAPABLE OF PROVIDING 5/AIR CHANGES/HR. 28. NOT USED _ a PEDESTAL ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. CSMT WIN. g TUB• TEMP GLs -PLUMBING WALL PROVIDE 2"X 6" STUD WALL BEHIND PLUMBING I 0 I FIXTURES 29. NEW ELECTRIC HEAT PUMP WATER HEATER SEE TITLE 24 REPORT. 30. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR ; (N) BEDRC O NOA KING BED ! ca �n (E) CLG. HGT. = V L SLOPED • -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION I A � �: I (NfBATH NO.4 EXCEED 1.28 GAL /FLUSH. 2022 CGC §4303.1.1 31. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT OLUME SLOPED • -FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES HAVE QUICK -ACTING VALVES (I.E. DISHWASHER HOT WATER WITH ONE FULL FLUSH. LINE AND THE HOT/COLD WATER LINES FOR THE CLOTHES WASHER.) 2022 CPC 609.10 i o . -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 32.30" X 30" MIN. SIDEWALL ATTIC ACCESS PANEL ! c' 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 Vr 5' 0X2 6" I SHOWER HIGH WA4DOW ! � • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 Tom TEMPGLs. i I N i i z COMPARE. i 2'-Gx? PSI. 222 CGC §4303.1.3 i +I$"BENCH i T-, . WALL LEGEND I i DRESSER i ECREssABL.E I • � MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 - - - - - - - N 2'-6" DR - - - - - - - SHOES/BELTS/SCARF I GPM, AT 60 PSL 2022 CGC §4303.1.4.1 • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL 1:.6 " I REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS EXTERIOR + INTERIOR WALL: i 1 csMT Wiri: A I AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC EXISTING WALL TO REMAIN 1 1 a W.I.C. I §4303.1.4 cc (N) 2'-0" DR - - - - (N) 2'-0" DR I I • BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART z I OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY __-- MARCOSCLOTHFS - - - - - - dp L_____________ CONTROL MEETING REQUIREMENTS OF CGC SECTION 450G.1. � ) DENISE cLOTT LINE OF EX STING RURWALL - 3 • -BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER B U R L I N G A M E EXTERIOR WALL I - - - - - - ° I COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT C A L 1 f•' 0K N 1 n 2X4 STUDS AT 16" O.C. EXTERIOR WALL W/ SHINGLE Q i FINISH. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF LAP SIDING O/ TYVEX O/PLYWOOD. INSULATION � � DN ! NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE PER TITLE 24 IN WALLS. ! " I ; WALLS TO UNDERSIDE OF CEILING ! INTERIOR WALL 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM 2X6 STUDS AT ALL PLUMBING WALLS. � 2,�x6,-o" COMBO o 2'-6'X+_.6" ! ° ° STEP DN � GLS i� z ; Icq EGRESSABLE • -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS 11 I n • 1 • DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. MAT GYPSUM ORFIBER-REINFORCED GYPSUM BACKERS SUCH AS () RUMPUS RO DN i WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. NOTE EXTERIOR BEARING WALLS LESS THAN FIVE (E LG. HGT. = VOLUME SL P NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. FEET FROM THE PROPERTY LINE WILL BE BUILT OUT CSMT WIN. o OF ONE -HOUR FIRE RATED CONSTRUCTION EGRESSABLE 1 (2022CBC, TABLE 602.1 ~�,� 5 i ��� ! +�a°BENCH 6. BEDROOM NOTES I IR I . -WINDOWS AT BEDROOMS (EGRESS): -HOUR FIRE RATED WALL BETWEEN GARAGE AND `o ENTERTAINMENT �_ 1`; `o . MIN. CLR OPENING, 5.7 SQ. FT. LIVING SPACE z SHOWER aO I • MIN. CLR HEIGHT. 24" PROVIDE 5/8" TYP X ONE -HOUR FIRE RATED (E)POST TO REMAIN • MIN. CLR WIDTH, 20" WALL PER CODE FOR REQUIRED SEPARATION • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED BETWEEN GARAGE, LIVING SPACE AND OR _I_ _ I � CAs 2'�'X4'�" - - - I I A - ... J irl- FLOOR ATTACHED ADU UNIT. SHOWN DASHED. i TUB sHWRcoMBo "CNTR a (N) BATH N0 3 EGRESSABLE RAWER ;0 t D (E) CLG. HGT. "LIGHT AND VENTILATION @ BEDROOMS. NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH LAUNDRY RM. z (N 2' 6" PKT. DR AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. (E) CLG. HGT. - ' W ! (N) BATH CLOTHES - - 2-6X4'-6 ! - - - ° FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (EDETEC POLLUTANT CONTROL (2022 CGC �4.504) r I EGMT S ! N0.2 I I I ?s• / • "SMOKE DETECTORS: OR ECRESSABLE ! (E) CLG. HGT. sTAcxABLE - - I WASHER/ I d� / (N) 2'_0" DRs. REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE I I DR�x I (E)POST TO REMAIN I LOCATED IN THE WALL OR CEILING IN' CORRIDORS PROVIDING CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC L - - - J ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION i 2'-0"X4'-& _Icy BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET � ❑ I ECRLi 'l �o� ! SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN METAL, OR OTHER METHODS ACCEPTABLETO THE ENFORCING AGENCY c, --CLO- -- ALL AREAS OF THE BUILDING OR BE TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY INTERCONNECTED.SMOKE DETECTOR SHALL BE Q ENTER THE SYSTEM 2022 CGC §4504.1 - - - (N) 2--6. DRS (E) BE ROOM NO.3 CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL b NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY 0 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL (E) CLG. GT. = VOLUME SLOPED I Q BACKUP. 0 FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY CSMT. I" 7 . _ �� WIN I QUEEN BED I I 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. Q MANAGEMENT DISTRICT STANDARDS. EGREssABLE i 2022CGC §4504.2.1 0 8.1-1/2" THRESHOLD AFTER FINISH MATERIAL 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. Ll • THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 0 2022 CGC §4504.2.2 (E) BEDROOM NO.2 ' =VOLUME SLOPED ❑ ! - - THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING AND NOT MORE THAN I" AT 0 i 4. AEROSOL PAINTS AND COATINGS WILL MEET THE CSMT. .-6_ EGRESS LE THE DOORS SWINGING OVER A LANDING. PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT Q VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. x 9. TEMPERED GLASS SHOWER ENCLOSURE 2022 CGC §4504.23 _ _ _ _ _ _ _ _ - - - QUEENBED - - - - QV)BEAM - - - - - - - - - - - 2 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS (N)POST � i � � L - � I I 11. ALL DOORS AT 8'-0" HIGH. TYP. 2022 CGC §4504.2.4 58.162 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT I EGRESSABi iCSMT._ I APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE REQUIREMENTS. 2022 CGC §45043 EGRFssABLE DISHWASHING MACHINE. CPC SECTION 807.4. 2 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE ..\ 401 0 13. POLE AND SHELF. 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE �.� ,.� - c' CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER 1-HR. FIRE RATED NO. DATE BY DESCRIPTION CONST. 2022 CGC §4504.4 15. FIREPLACE NOTES 7.HAMWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY (E)DECK • PR&FAB ELECTRIC METAL FIREPLACE REVISIONS FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. I MANUFAC: CONSULT OWNER ON DESIGN MODEL: MD. VERIFY FOUNDATION WITH MODEL ITIS THE RESPONSIBILITY OF THE 2022 CGC §45045 o TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONTRACTOR TO VERIFY ALL 0-5- - - - ° - - ° L - J r - - - - 1 CONSULT OWNER ON DESIGN • NON-COMBUSTIALE HEARTH: FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH INDOOR WATER USE (2022CGC 4.303) ��� • CONTRACTOR TO VERIFY WITH MANUFAC, SPEC. FOR ALL REQ. ACTIVITIES, ERRORS, OMMISSIONS ROUGH OPENING FOR UNIT PRIOR FRAMING. OR ANY OTHER INCONSISTENCIES • -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 4.503.1 PROJECT NAME THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE 1ST + 2ND STORY ADDITION TO THE RESIDENCE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA for PLUMBING CODE 2022 CGC §43033 16. STAIRCASE NOTES 211E BRO WAY A`!E • "STAIRWAY: BURLINGAME, CALIFORNIA 94010 3'-0" 9'-5" 3'-0" I PROVIDE I LAYER 5/8" TYPE X" G.W.B. AT ALL WALLS AND SOFFIT G2" FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. • "TOP OF RAIL 034" TO 38" ABOVIJREAD NOSING. DRAWING TITLE ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER, SECOND LEVEL FLOOR PLAN 26' ll 2" AND SHALL TERMINATE IN A NEWEL POST OR WALL DATE ENGINEER DRAWING NO. HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1 -1/2" MIN. C B � T02"MAX. MIN. I -1/2" CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, 2307 AART ASSINK SEE GUARDRAIL JOB NO. • " GUARDRAIL @ 42" ABOVE FINISH FLOOR DRAWN JFG SCALE AS SHOWN A.2 HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL: I- 1/2" MIN. TO 2" BY: RELEASED TO SECOND LEVEL FLOOR PLAN MAX. BALUSTERS SPACING NOT TO EXCEED 4" O.C. `'�`^ HC CONSTRUCTION SCALE 1/4"=1,_0. RESIDENCE LOT COVERAGE EXISTING LOT AREA: 6,049SQ. FT. I Geurse Conceptual DeS16nS, Inc. NEW SECOND LEVEL FLOOR (SHOWN HATCHED) = 542 SQ. FT. EXISTING SECOND LEVEL FLOOR (SHOWN HATCHED) = 905 SQ. FT. JEE OP MSMG REAR WAIZ MAXIMUM LOT COVERAGE: 6,049 SQ. FT. X 40 % = 2,419 SQ. FT. EXISTING LOT COVERAGE =1,260 SQ. FT. ALLOWED GROUND ADDITOIN =1,159 SQ. FT. 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 email: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE DATE APRII.29, 2024 CITY OF BURLINGAME 4 ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAME BUSINESS LIC E: GE CO C AL DESIGNS, INC. NQ 22811, EXPIRATION DATE 06/30/ 024 BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. RESIDENCE: 32 PERCENT X 6,049 SQ. FT. =1,935 + 1,100 =3,035 SQ, FT. BUILDABLE FLOOR AREA. FLOOR AREA CALCULATION EXISTING FIRST LEVEL FLOOR PLAN: 1,186 SQ. FT. EXISTING SECOND LEVEL FLOOR PLAN: 903 SQ, FT. TOTAL EXISTING FIRST+ SECOND FLOOR AREA: 2,089 SQ. FT. NEW FIRST LEVEL FLOOR PLAN: 351 SQ. FT. NEW SECOND LEVEL FLOOR PLAN: 542 SQ. FT. TOTAL NEW FIRST+ SECOND FLOOR AREA: 893 SQ. FT. TOTAL NEW FLOOR AREA: 893 + 2,089 = 2,982 SQ. FT. FCITY �i7151111 U I U 1 4-29-2024 I JFG I PLANNING DEPART. DESIGN REVIEW-PC-0 NO. I DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION 1 DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DATE DRAWING TITLE SECOND LEVEL FLOOR AREA CALCULATION PLAN 2307 JOB NO. DRAWN JFG BY: REVIEWED BYJFG : ENGINEER I DRAWING NO. AART ASSINK SCALE AS SHOWN A.2.SF SECOND LEVEL FLOOR AREA CALCULATION SCALE 1/4"=1'-0" RELEASED TO CONSTRUCTION ROOF PLAN KEYNOTES 1. RE -ROOF ENTIRE RESIDENCE + GARGE W ITH ASPHALT SHINGLES: Geurse Conceptual Dosi6ns, Inc. -MANUFACTURERGAF, STYLE TIMBERLINE ULTRA HD SHINGLES COLOR BLACK/BROWN CLASS'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1- LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF WITH 2.12 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF 405 liayswater ave. Burlingame, California 94010 tel: 650.703.6197 email: jgeurse%mail.com 16 , —T. O DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. -GUTTER SIZE: 5" O.G. DOWNSPOUT: 4" DIA. SIGNAz BOX NAME- JESSIE T� URSE i CONNECT NEW DOWNSPOUT TO BOOT AND I" GAP AND TIE INTO NEW DRAINAGE SYSTEM TO DRY WELL PER SITE PLAN SHEET SP.1 DATE: APRIL 29, 2024 ' D.S. 2 — — — — — — — — — — — — — — — — — � - - D.s. 2 - 3. ROOF EAVES SHALL NOT PROJECT WITHIN TWO FEET OF THE PROPERTY LINE 2022 CRC § TABLE R302.1(1) OR 2022 CBC TABLE 705.2 CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO 22811, EXPIRATION DATE OG/30/ 024 2" 4. LINE OF WALL BELOW EAVE AND RAKE 5. GALVANIZED DECORATIVE SQUARE LOW PROFILE GRAVITY ATTIC (N)2`- " (N)1'-112" VENTILATORS: FINISI-: PRIME AND PAINT TO MATCH ROOF O/H I 6. CUT BACK EXISTING ROOF OVERHANG EAVE TO 2'-0" AWAY FROM 3 (N)2'-0" I PROPERTY LINE PER CODE REQUIREMENT. SHOWN DASH DOT. (N) 45 :12 (N)1'-52" —SLOPE ♦ O/H z (N) 45:12 SLOPE— (N)2'-0" O/H I 1 I I D.i. 2 I -ar ,�GWA� 3 D.S. I • / A BURLINGAME C A L 1 F 0 K N 1 n I I I I I I I I I I I I 1 I I (E)2'-0" (E)2,-0„ (E) 45 :12 ♦ SLOPE Q 04.512 SLOPE O/H (E)8'-1 f (E)10'-12" zo I I O 0 0 3 D.s. F I' - (E)3'-3" i I Q 2 2 (E)2-0" I 0 O/11 CUTBACKi -- - �------ L _i-J i as. 2 Q E ( ( SLOPE ♦ SLOPE z I D O (E) 4512 ♦ � � (N) 45:12 E SLOPE z SLOPE— vl I 16 1 1'�4-" i C4tw a0 Z 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS O D.S. D.S. — — — — — — — O/H - 1.G I — — ❑ ❑ (N) SHED ROOF li L-J L--j ❑ - I it D.S - - - - F — -1 I _ - - - — - r - - I I - 1 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. �c 6, NORTH PROJECT NAME 2 1ST + 2ND STORY ADDITION TO THE RESIDENCE for 211E BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ROOF LEVEL PLAN DATE ENGINEER. DRAWING NO. B.G AG C B A 2307 JOB NO. AART ASSM A.3 SCALE AS SHOWN DRAWN JFG BY: BY: JFG RELEASED TO CONSTRUCTION GARAGE ROOF LEVEL PLAN I ROOF LEVEL PLAN I SCALE 1/4"=1'-0n ELEVATION -KEYNOTES C B 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE CERTAINTEEDLANDMARK eurse Conceptual Dosi8ns, hic. COLOR MISSION BROWN SHINGLECLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT 405 bayswater ave. FOR ALL ROOF WITH 2.12 SLOPE AND LESS Burlingame, California 94010 CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR tel: 650.703.6197 INSTALLATION OF SHINGLES ON A 242 ROOF SLOPE email: j8eurseg8mail.com E(E) - T.O.OF RIDGE=113.65' - - - - (E) T.O.OF RIDGE=113.44, CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM T T / \ ABOVE PRIOR TO INSTALLATION. SIGNATURE BOx \ \ 12 1-G„ 12 / NAME JESSE GEURSE (N)TO RIDGE (E)45 C� \ (E)-45; 2. SHINGLE LAP SIDING -MANUFACTURER: JAMES HARDI SHINGLE SIDING DATE APRII 29, 2024 ' :.... MAX OVERALL RIDGE HEIGHT AT:� �SIZE:IX8 -EXPOSURE. 7 CTPY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. PROPOSED ROOFING 17 -STYLE STRAIGHT EDGE PANEL NO: 22811, EXPIRATION DATE 06/30/ 024 MATERIAL: FIBERBOARD \ \ �(E) -DBL TOP PLATES - - - - (E) DBL. TOP PLATES COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADED" BUILDING PAPER OVER TYVEXOVERPLYWOOD JJLLLLL 14 \ \ 3. STONE VENEER q /11 h 1 11 111 4 MANUFACTURER PONDEROSA STONE -SUPPLIER: PENINSULA BUILDING MATERIALS HIM I\ �' ITEM NO: #NSTVPONDFL SIZE VARYING VENEER ti 19 \� 4. DOOR AND WINDOW PROPOSED SIDING 9 \ MANUFACTURER: MARVININTEGRITY MATERIAL: FIBERGLASS CLAD EXTERIOR (E) SECOND FLOOR (E) SECOND FLOOR STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 1 (E) BO CEILING r - - - (E) B.O. CEILING -SIMULATED TRUE DIVIDED LITES -40 _ I i - - - - - - - _ - - - _ B.O. PORCH BEAM 5. EXTERIOR COLUMN Oa 18 4 MANUFACTURER TURNCRAFT OR EQUAL SIZE: COLUMN SIZE 1'-6" WITH DECROTIVE BASE AND CROWN CAP. O , 4 iLL 5 i �t o -NIATERIAI :WOOD OR EQUAL h ..:1 • s«ebsa. PROPOSED ACCENT COLOR oo L LLI d �, oo STYLE CRAFTSMAN COLOR STONE OR OFF WHITE II 0 G. DECORATIVE WOOD HAND RAIL, SYSTEM ' i -MANUFACTURER: TURNCRAFT OR EQUAL (E)-AN.G. 90.60' - - ' I6 G a MATERIAL: WOOD STYLE CRAFTSMAN i ►� (E) FIRST FLOOR=89.96' _ - _ _ (E) FIRST FLOOR=89.96' _ COLOR STONE OR OFF WHITE 3 i (E) AN.G. 88.15� � 7. WOOD KNEE BRACES. PER DETAIL C A L I F U IZ INI n . ` -COLOR STONE OR OFF WHITE 10 c° 8. WOOD FACIA BOARD AND GUTTER SYSTEM -FASCIA BOARD COLOR STONE OR OFF WHITE I , " O O i GUTTER BRONZE OR DARK BROWN 11 E) F.G. 85.80' (E)F.G. 8550' 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL (E) F.G. 83.90' COLOR STONE OR OFF WHITE PROPOSED STONE VENEER 10. WOOD BASE WATER TABLE AT WALL TO EXISTING RESIDENCE FOUNDATION INTERSECTION. TYPICAL. -COLOR STONE OR OFF WHITE (E)-AT.C. 80.40' - - - - 12. BELLY BAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM MANUFACTURER TURNCItAFTOREQUAL ALWOOD STY EXTERIOR MATERIAL 1-PROPOSED- FRONT ELEVATION (EAST) SCALE 1/4"=1'_0" REFER TO KEYNOTES FOR COLOR CRAFTSMAN COLOR STONE OR OFF WHITE 14. IX3-1/2" WOOD CASING AND SILL -APRON AT C B WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAIL MATERIAL: WOOD - (E(E)-T.O.OFRIDGE=113.65' - - (E) T.O.OF RIDGE=113.65� COLOR STONE OR OFF WHITE '- 01 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT 0 0 81 2" BRACES PER DETAIL cq �(N) T.O. RIDGE "? "� -MATERIAL: WOOD -COLOR STONE OR OFF WHITE AND BROWN 0 MAX OVERALL RIDGE HEIGHT AT:� 17. WOOD FASCIA AND EAVE PER DETAIL. 0 0 MATERIAL: WOOD 23 COLOR STONE OR OFF WHITE �(E) DBL TOP PLATES - - \ - - (E) DBL. TOP PLATES - - 18. NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE: 4" SQUARE MATERIAL: GALVANIZED ALUMINUM -COLOR STONE OR OFF WHITE Q 111 11 Will Will 24 \ 19. WALL CAPPING MATERIAL: WOOD \d� 0 ��`j ti COLOR STONE OR OFF WHITE 0 �' C�T1, r' 20. CONDENSING UNIT DOORS WITH VENTILATION \� SCREENING \ -COLOR STONE OR OFF WHITE ' I � 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION (E) R SECOND SFLOO _ _ � i� � � � u � � i i , , _ (E) SECFLOOR OND19 SCREENING (E) 0 CEILING (E) B.O. CEILING -COLOR STONE OR OFF WHITE 8-13-2024 JFG PLANNING COMMISSION REVIEW-PC-2 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 e - _ 19 22. EXISTING WOOD SHINGLES TO BE REMOVED 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 l 23. EXISTING WOOD FACIA BOARD u 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE NO. DATE BY DESCRIPTION CONST. O LLLo REMOVED. 9 1� 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REVISIONS 00 Ll � o0 REMOVED p IT IS THE RESPONSIBILITY OF THE p L M U CONTRACTOR TO VERIFY ALL I h I 1 11 111 g 1:1 � L� O FIELD CONDITIONS AND COMPARE H - L_LL O TI IEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS (E) FIRST FLOOR=89.96' _ _ _ _ _ (E) FIRST FLOOR _ _OR=89.96 OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL I1vIN1EDIATELY ti M(E) AN.G. 90.60' J i� BE REPORTED TO THE DESIGNER - - PROJECT NAME 1ST + 2ND STORY ADDITION TO TIDE RESIDENCE I foY MR. + MRS. VIEIRA 2116 BROADWAY AVE �, JJ BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR ELEVATIONS EXISTING RESIDENCE , DATE ENGINEER DRAWINGNO. 2307 AART ASSIW JOB NO. SCALE AS SHOWN A.4 DRAWN JFG BY. RELEASED TO 1-AS-BUILT FRONT ELEVATION (FAST) SCALE 1/4"=1'_0" REVIEWED BY JFG CONSTRUCTION F.G. 82.00' 3 1 2 3 4 ELEVATION —KEYNOTES 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE: CERTAINTEED LANDMARK COLOR MISSION BROWN SHINGLECLASS W RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE. UNDER UNDERLAYMENT FOR ALL ROOF WITH 212 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. r 2. SHINGLE LAP SIDING -MANUFACTURER JAMES HARDI SHINGLE SIDING - --- SIZE 1X8 - --- �EXPOSUREZ" STYLE STRAIGHT EDGE PANEL MATERIAL FIBERBOARD COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADE 'D" BUILDING PAPER OVER TYVEX OVER PLYWOOD I I I I I I 3. STONE VENEER MANUFACTURER PONDEROSA STONE SUPPLIER: PENINSULA BUILDING MATERIALS ITEM NO. #NSTVPONDFL I I SIZE: VARYING VENEER 4. DOOR AND WINDOW MANUFACTURER MARVIN INTEGRITY MATERIAL: FIBERGLASS CLAD EXTERIOR _STYLE CRAFTSMAN I COLOR STONE OR OFF WHITE IJ IJ J IJ I I J IJ H I I H J 11 H J 11 HIT I I IJ ITI I IJ LJ 11 J LJ I I J IT I I IJ IJ 11 U J 11 H J I I H IJ I I IJ IJ I I hull J u I I I I I H LJ III H J 11 H J I I H LIJ 9 I IJ LJ I I h LJ I I J u I I J u I I dull Hull Hull Hull H LJ I I h u I I IJ LJ I I J LJ I I I I SIMULATED TRUE DIVIDED LASS �1 —'mim I�1�I■1All 20 0 ■��n■1��■n■1!I I I�jjrl — — — ��I � II� �■1��■n■1��■n■1��■n■I���n■1-!■■'� I �����II�I■IIImIL ,J�� ,J0111,.11■ �,III� �Illmlll�ll Ills ■Iln Ills ��°� II�I■111m111 1�11111�111 I■11111�111 1�11a1 �i■I��Illmlll�ll 11�II 111�R----•--JI�I�I 11�I1 11�I1_I_I _ �._ 21 EXISTING RESIDENCE 2-PROPOSED-- r RIGHTSIDE ELEVATION (NORTH) EXISTING RESIDENCE 2-AS,-BUILT,- RIGI-iTSIDE ELEVATION (NORTH) 1ST + 2ND STORY ADDITION I 5. EXTERIOR COLUMN MANUFACTURER TURNCRAFT OR EQUAL II SIZE COLUMN SIZE 1'-6" WITH DECROTTVE BASE AND CROWN CAP. MATERIAL: WOOD OR EQUAL STYLE CRAFTSMAN HI II COLOR STONE OR OFF WHITE 6. DECORATIVE WOOD HAND RAIL SYSTEM I �MANiJFACTURER TURNCRAFT OR EQUAL MATERIAL WOOD STYLE CRAFTSMAN -COLOR STONE OR OFF WHITE 7. WOOD KNEE BRACES. PER DETAIL COLOR STONE OR OFF WHITE 8. WOOD FACIA BOARD AND GUTTER SYSTEM FASCIA BOARD COLOR: STONE OR OFF WHITE GUTTER BRONZE OR DARK BROWN 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 10. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 12. BELLYBAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM MANUFACTURER TURNCRAFT OR EQUAL MATERIAL WOOD SCALE 1/4"=1'_0" -STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 14. IX3-1/2" WOOD CASING AND SILL -APRON AT WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE SCALE 1/4"=1'-0" 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT BRACES PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE AND BROWN 17. WOOD FASCIA AND EAVE PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE I& NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE 4" SQUARE -MATERIAL: GALVANIZED ALUMINUM COLOR STONE OR OFF WHITE 19. WALL CAPPING MATERIAL WOOD COLOR STONE OR OFF WHITE 20. CONDENSING UNIT DOORS WITH VENTILATION SCREENING COLOR STONE OR OFF WHITE 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION SCREENING COLOR STONE OR OFF WHITE 22. EXISTING WOOD SHINGLES TO BE REMOVED 23. EXISTING WOOD FACIA BOARD 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE REMOVED. 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED Geurse Conceptual Desi6ns, Inc. SIGNATURE BOX: NAME: JESSE GEURSE DATE APRIL 29, 2024 CITY OF BURLINGAME BUSINESS NO: 22811, EXPI ATION DATE 06, 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 email: jgeurse%mail.com CITY 0 Iif 1 0 1 DESIGNS, INC. / \ 1 7-13-2024 1 JFG PLANNING DEPART. DESIGN REVIEW -PC -I 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE 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 SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR ELEVATIONS DATE ENGINEER DRAWING NO. 2307 AART ASSINK JOB NO. A.5 SCALE AS SHOWN DRAWN JFG BY RELEASED TO REVIEWED CONSTRUCTION BY: JFG A B C ELEVATION —KEYNOTES 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE CERTAINTEEDLANDMARK eurse Conceptual Desi8ns, Inc. COLOR MISSION BROWN SHINGLECLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF WITH 2.12 SLOPE AND LESS 405 bayswater ave. Burlingame, California 94010 CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR tel: 650.703.6197 INSTALLATION OF SHINGLES ON A 242 ROOF SLOPE email: j8eurse@8mail.com (N)T.O. OF RIDGE=113.44' 12 (N)45 PP` ^T / / \ \ 12 I'-6^ \ (N)45 - (N)T.O.OF RIDGE=113.65E - - (N) T.O. RIDGE �;� c' CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. SHINGLE LAP SIDING -MANUFACTURER: JAMES HARDI SHINGLE SIDING SIGNATURE BOX NAME JESSE GEURSE DATE APRIL 29, 2024 ' -SIZE.1X8 IT \ —EXPOSURE: 7 —STYLE STRAIGHT EDGE PANEL MATERIAL: FIBERBOARD CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE OG/30/ 024 111, (N)DBL TOP PLATES (N)DBL. TOP PLATES - - - - - - - - COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADE 'D" BUILDING PAPER OVER TYVEXOVERPLYWOOD �~ / / 1$ / L1LLLLLLiLLuu LLELLLUIL 1 111111 111111 111 1 ffl/ 9F I III L i, I 9 \ CrYJ� \ i� o l b) 3. STONE VENEER -MANUFACTURER PONDEROSA STONE SUPPLIER: PENINSULA BUILDING MATERIALS ITEM NO: #NSTVPONDFL -SIZE VARYING VENEER 4. DOOR AND WINDOW -MANUFACTURER: MARVININTEGRITY -MATERIAL: FIBERGLASS CLAD EXTERIOR (N)SECOND FLOOR (N)B.0 CEILING 00 (N)FIRST FLOOR=89.96' ti (E) AN.G. 88.15' i O1 0 a 1111 II 4 j ® ® III III 1 l j i i i - _ a o , Oa O � _ (N)SECOND FLOOR - - - _ (N)B.O. CEILING (E) AN.G.-90.60' (N)FIRST FLOOR =89.96E o I ao i STYLE CRAFTSMAN COLOR STONE OR OFF WHITE -SIMULATED TRUE DIVIDED I = 5. EXTERIOR COLUMN MANUFACTURER TURNCRAFT OR EQUAL -SIZE: COLUMN SIZE 1'-6" WITH DECROTIVE BASE AND CROWN CAP. -MATERIAL: WOOD OR EQUAL -STYLE-CRAFTSMAN -COLOR STONE OR OFF WHITE 6. DECORATIVE WOOD HAND RAIL. SYSTEM -MANUFACTURER: TURNCRAFT OR EQUAL MATERIAL: WOOD STYLE CRAFTSMAN -COLOR: STONE OR OFF WHITE 7. WOOD KNEE BRACES. PER DETAIL --COLOR STONE OR OFF WHITE ' BURLINGAME C A L I F U R INI n 8. WOOD FACIA BOARD AND GUTTER SYSTEM FASCIA BOARD COLOR STONE OR OFF WHITE , GUTTER BRONZE OR DARK BROWN 11 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 10. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL. COLOR STONE OR OFF WHITE 12. BELLY BAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM -MANUFACTURER: TURNCRAFT OR EQUAL 3-PROPOSED, - REAR ELEVATION (WEST) SCALE 1/4"=1'r0" STYLE-CRA. FTTSSMOADN COLOR STONE OR OFF WHITE 14. IX3-1/2" WOOD CASING AND SILL -APRON AT WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAII, MATERIAL: WOOD (E) T.O.OF RIDGE=113.65L& COLOR STONE OR OFF WHITE 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT 0 BRACES PER DETAIL 0 MATERIAL: WOOD COLOR STONE OR OFF WHITE AND BROWN 0 17. WOOD FASCIA AND EAVE PER DETAIL. Q MATERIAL: WOOD 0 LULLtLA LLI (E)DBL TOP PLATES COLOR STONE OR OFF WHITE I& NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE: 4" SQUARE MATERIAL: GALVANIZED ALUMINUM COLOR STONE OR OFF WHITE Q LLiLLLLh_u_ 19. WALL CAPPING MATERIAL: WOOD Q LILLLUiLl -COLOR STONE OR OFF WHITE 20. CONDENSING UNIT DOORS WITH VENTILATION SCREENING 0 COLOR STONE OR OFF WHITE 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION (E)SECOND FLOOR SCREENING 8-13-2024 JFG PLANNING COMMISSION REVIEW-PC-2 LILLLLLLLL (E)B.O. CEILING —COLOR STONE OR OFF WHITE 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW -PC -I 22. EXISTING WOOD SHINGLES TO BE REMOVED 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 23. EXISTING WOOD FACIA BOARD NO. DATE BY DESCRIPTION CONST. LLILLULL 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE REMOVED. 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REVISIONS ao REMOVED J� )� (E)FIRST FLOOR=89.96' _ _ _ IT IS T14E 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. NORTH PROJECT NAME 1ST + 2ND STORY ADDITION TO TIDE RESIDENCE for MR. + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXISTING RESIDENCE 41, EXTERIOR ELEVATIONS DATE ENGINEER DRAWING NO. 2307 JOB NO. AART ASSINK A.6 SCALE AS SHOWN DRAWN JFG BY. REVIEWED BY: JFc RELEASED TO CONSTRUCTION 3-AS-BUILT. REAR ELEVATION (WEST) SCALE 1/4"=1`-0" i II 01 4-PROPOSED. LEFTSIDE ELEVATION (SOUTH) EXISTING RESIDENCE ELEVATION —KEYNOTES 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE: CERTAINTEED LANDMARK COLOR MISSION BROWN SHINGLECLASS W RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE. UNDER UNDERLAYMENT FOR ALL ROOF WITH 212 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. SHINGLE LAP SIDING MANUFACTURER JAMES HARDI SHINGLE SIDING SIZE IX8 EXPOSURE 7" STYLE STRAIGHT EDGE PANEL MATERIAL FIBERBOARD COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADE 'D" BUILDING PAPER OVER TYVEXOVERPLYWOOD 3. STONE VENEER MANUFACTURER PONDEROSA STONE SUPPLIER: PENINSULA BUILDING MATERIALS ITEM NO. #NSTVPONDFL SIZE VARYING VENEER 4. DOOR AND WINDOW MANUFACTURER MARVIN INTEGRITY MATERIAL: FIBERGLASS CLAD EXTERIOR STYLE CRAFTSMAN COLOR STONE OR OFF WHITE SIMULATED TRUE DIVIDED LITES 5. EXTERIOR COLUMN MANUFACTURER TURNCRAFT OR EQUAL SIZE COLUMN SIZE 1'-6" WITH DECROTIVE BASE AND CROWN CAP. MATERIAL: WOOD OR EQUAL STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 6. DECORATIVE WOOD HAND RAU, SYSTEM MANUFACTURER TURNCRAFT OR EQUAL MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 7. WOOD KNEE BRACES. PER DETAIL COLOR STONE OR OFF WHITE 8. WOOD FACIA BOARD AND GUTTER SYSTEM FASCIA BOARD COLOR: STONE OR OFF WHITE GUTTER BRONZE OR DARK BROWN 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 10. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 12. BELLYBAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM MANUFACTURER TURNCRAFT OR EQUAL MATERIAL WOOD SCALE 1/4"=1'_0" -STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 14. 1X3-1/2" WOOD CASING AND SILL -APRON AT WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT BRACES PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE AND BROWN 17. WOOD FASCIA AND EAVE PER DETAIL MATERIAL WOOD COLOR STONE OR OFF WHITE I& NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE 4" SQUARE -MATERIAL: GALVANIZED ALUMINUM COLOR STONE OR OFF WHITE 19. WALL CAPPING MATERIAL WOOD COLOR STONE OR OFF WHITE 20. CONDENSING UNIT DOORS WITH VENTILATION SCREENING COLOR STONE OR OFF WHITE 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION SCREENING COLOR STONE OR OFF WHITE 22. EXISTING WOOD SHINGLES TO BE REMOVED 23. EXISTING WOOD FACIA BOARD 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE REMOVED. 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED Geurse Conceptual Desi6ns, Inc. 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 email: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE DATE APRIL 29, 2024 CITY OF BURLINGAME BUSINESS NO: 22811, EXPI ATION DATE 06, CITY O 1 '�I01 A" DESIGNS, INC. / \ I 7-13-2024 I JFG I PLANNING DEPART. DESIGN REVIEW -PC -I I 11 1 / \ 1 4-29-2024 1 JFG I PLANNING DEPART. DESIGN REVIEW-PC-0 1 11 NO. I DATE I BY I DESCRIPTION I CONST. 11 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 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DATE 2307 JOB NO. DRAWN JFG BY: REVIEWED JFG FG DRAWING TITLE EXTERIOR ELEVATIONS ENGINEER AART ASSINK DRAWING NO. 4-AS,-BUILT,- LEFTSIDE ELEVATION (SOUTH) SCALE 1/4"=1'-0" SCALE AS SHOWN RELEASED TO CONSTRUCTION A.7 ELEVATION -KEYNOTES 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE CERTAINTEEDLANDMARK eurse Conceptual Desi8ns, Inc. COLOR MISSION BROWN SHINGLECLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT 405 bayswater ave. FOR ALL ROOF WITH 2:12 SLOPE AND LESS Burlingame, California 94010 60L CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR tel: 650.703.6197 INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE email: j8eurseg8mail.com CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. SIGNATURE BOX: NAMEJESSE GEURSE 2. SHINGLE LAP SIDING MANUFACTURER: JAMES HARDI SHINGLE SIDING DATE: APRIL 29, 2024 ' IG 2.G AG B.G -SIZE ix8 EXPOSURE: 7 STYLE STRAIGHT EDGE PANEL MATERIAL: FIBERBOARD CTTY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. NO 22811, EXPIRATION DATE OS LJCE 024 COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADE 'D" BUILDING PAPER OVER TYVEXOVERPLYWOOD 3. STONE VENEER MANUFACTURER PONDEROSA STONE SUPPLIER PENINSULA BUILDING MATERIALS ITEM NO: #NSTVPONDFL SIZE VARYING VENEER - - OVERALL RIDGE 12 (N)4.5 7---- \ 4. DOOR AND WINDOW -MANUFACTURER: MARVIN INTEGRITY \ -MATERIAL: FIBERGLASS CLAD EXTERIOR r -STYLECRAFfSMAN - - I DBL. T.P. - - - - - � COLOR STONE OR OFF WHITE -SIMULATED TRUE DIVIDED LITES I I j - , a' y ao wLLL N.G. El LLLfL 5. EXTERIOR COLUMN -MANUFACTURER TURNCRAFT OR EQUAL SIZE COLUMN SIZE 1'-6" WITH DECROTIVE BASE AND CROWN CAP. MATERIAL: WOOD OR EQUAL STYLE CRAFTSMAN COLOR STONE OR OFF WHITE ' CA GARAGE SLAB - L 6. DECORATIVE WOOD HAND RAIL SYSTEM MANUFACTURER TURNCRAFT OR EQUAL MATERIAL: WOOD N.G. F -STYLE. CRAFTSMAN I I L - J I I I L - J I L_J L_J COLOR STONE OR OFF WHITE 7. WOOD KNEE BRACES. PER DETAIL B U R L I N G A M E CA L ' ' 0 RN ' ^ COLOR STONE OR OFF WHITE I 8. WOOD FACIA BOARD AND GUTTER SYSTEM FASCIA BOARD COLOR STONE OR OFF WHITE , GUTTER BRONZE OR DARK BROWN 11 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 10. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 12. BELLY BAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM MANUFACTURER TURNCRAFT OR EQUAL 4.G-PROPOSED,- GARAGE-RIGI-iTS ELEVATION (NORTH) 3.G-PROPOSED. GARAGE r REAR ELEVATION (WEST) „„ SCALE 1/4 _I,�OIDE - -MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 14. IX3-1/2" WOOD CASING AND SILL -APRON AT WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAIL MATERIAL: WOOD COLOR STONE OR OFF WHITE 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT 0 BRACES PER DETAIL Q MATERIAL: WOOD COLOR STONE OR OFF WHTI•E AND BROWN 0 2.G IG B,G AG 17. WOOD FASCIA AND SAVE PER DETAIL. Q MATERIAL: WOOD Q COLOR STONE OR OFF WHITE I& NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE: 4" SQUARE Q MATERIAL: GALVANIZED ALUMINUM COLOR STONE OR OFF WHITE A 19. WALL CAPPING Q MATERIAL: WOOD 12 (N)4.5 OVERALL RIDGE - - - - COLOR STONE OR OFF WHITE CONDENSING UNIT DOORS WITH VENTILATION SCREENING Q - -� -7 , 18" 12" O/HANG COLOR STONE OR OFF WHTTE 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION ----- ----- R _ DBL. T.P. - SCREENING OR STONE OR OFF WHITE 8-13-2024 JFG PLANNING COMMISSION REVIEW-PC-2 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 I I 22. EXISTING WOOD SHINGLES TO BE REMOVED 1 LiLLL] I Liu u Fr © L 1 I I ' ' O i a _ N.G. 23. EXISTING WOOD FACIA BOARD 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE REMOVED. 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS TT IS THE RESPONSIBILITY OF T1 IE 1 CONTRACTOR TO VERIFY ALL 1 1 - - c, GARAGE SLAB N G aO FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES NORTH IL _ JI I _ JI L — J L — J DISCOVERED SHALL IMMEDIATELY BE REPORTED TOME DESIGNER. PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR. + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWINGTITLE EXTERIOR GARAGE ELEVATIONS DATE ENGINEER DRAWING NO. 2307 JOB NO. AART ASSINK A.8 SCALE: AS SHOWN DRAWN JFG BY RELEASED TO 2.G —PROPOSED-- GARAGE-LEFTSIDE ELEVATION (SOUTH) 1.G-PROPOSED-- GARAGE -FRONT ELEVATION (FAST) SCALE 1/4"=1`-0" REVIEWED BY: JFG CONSTRUCTION A B C ELEVATION -KEYNOTES 1. ASPHALT SHINGLES: MANUFACTURER CERTAINTEED STYLE CERTAINTEEDLANDMARK eurse Conceptual Desi8ns, Inc. COLOR MISSION BROWN SHINGLECLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE I - LAYER OF BITUTHANE UNDER UNDERLAYMENT 405 bayswater ave. FOR ALL ROOF WITH 2.12 SLOPE AND LESS Burlingame, California 94010 60L CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR tel: 650.703.6197 INSTALLATION OF SHINGLES ON A 242 ROOF SLOPE email: j8eurseg8mail.com (N(N)T.O.OF RIDGE=113.44' (N)T.O. OF RIDGE=113.65& CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. SIGNATURE BOX 12 (N)4.5 12 1'-6" -'qM (N)4 5 �01 cq _ (N) T.O. RIDGE 2. SHINGLE LAP SIDING MANUFACTURER: JAMES HARDI SHINGLE SIDING —SIZE. IX8 NAMEJESSE GEURSE DATE APRIL 29, 2024 ' EXPOSURE: 7" STYLE STRAIGHT EDGE PANEL MATERIAL: FIBER BOARD CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPI ATION DATE OG/30/ 024 (N)DBL TOP PLATES (N)DBL. TOP PLATES - COLOR DARK BROWN SIDING OVER (2) LAYERS OF GRADE 'D" BUILDING PAPER OVER TYVEXOVERPLYWOOD / / o 3. STONE VENEER MANUFACTURER PONDEROSA STONE (N) BEDROOM NO. 4 \C (N) BATHNO. 4 � —SUPPLIER PENINSULA BUILDING MATERIALS N G,�SQ/ / ti b) —ITEM NO: #NSTVPONDFL —SIZE VARYING VENEER 4. DOOR AND WINDOW MANUFACTURER: MARVININTEGRITY (N)SECOND FLOOR (N)B.O. CEILING (N)SECOND FLOOR o (N)B.O. CEILING MATERIAL: FIBERGLASS CLAD EXTERIOR STYLE CRAFTSMAN COLOR STONE OR OFF WHITE —SIMULATED TRUE DIVIDED LITES 4 BEDROOM NO. 4 O � ; a � 5. EXTERIOR COLUMN MANUFACTURER TURNCRAFT OR EQUAL SIZE: COLUMN SIZE 1'-6" WITH DECROTIVE BASE AND OWN CAP. -M �MATT.RIAL: WOOD OR EQUAL STYLE CRAFTSMAN -COLOR STONE OR OFF WHITE O 0 6. DECORATIVE WOOD HAND RAIL, SYSTEM -MANUFACTURER: TURNCRAFT OR EQUAL a , , MATERIAL: WOOD (N)FIItST FLOOR=89.96' (E) AN.G.=88.15' - ' - - aO (E) AN.G.-90.60E MFIRST FLO STYLE CRAFTSMAN -COLOR: STONE OR OFF WHITE 7. WOOD KNEE BRACES. PER DETAIL COLOR STONE OR OFF WHITE BURLINGAME A �Z N 8. WOOD FACIA BOARD AND GUTTER SYSTEM FASCIA BOARD COLOR STONE OR OFF WHITE , GUTTER BRONZE OR DARK BROWN 11 9. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION. TYPICAL COLOR STONE OR OFF WHITE 10. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL. COLOR STONE OR OFF WHITE 12. BELLY BAND SIZE OF BELLY 2X10 WITH 2" WATER TABLE COLOR STONE OR OFF WHITE 13. DECORATIVE +42" GUARD RAIL SYSTEM MANUFACTURER TURNCRAFT OR EQUAL 5-PROPOSED- TINSVERSE BUILDING SECTION SCALE 1/4"=1'r0" —STYLE.-CRAFTSMAN COLOR STONE OR OFF WHITE 14. IX3-1/2" WOOD CASING AND SILL -APRON AT WINDOWS AND DOORS PER DETAILS ON SHEET AD.2 MATERIAL: WOOD STYLE CRAFTSMAN COLOR STONE OR OFF WHITE 15. DECORATIVE WINDOW SHED ROOF AND KNEE BRACE PER DETAIL. MATERIAL: WOOD COLOR STONE OR OFF WHITE 16. DECORATIVE PLANTER BOX WITH 4X6 SUPPORT 0 BRACES PER DETAIL 0 MATERIAL: WOOD COLOR STONE OR OFF WHITE AND BROWN 0 17. WOOD FASCIA AND EAVE PER DETAIL. Q MATERIAL: WOOD 0 COLOR STONE OR OFF WHITE I& NEW GUTTERS AND DOWNSPOUTS PER ROOF PLAN SIZE: 4" SQUARE Q MATERIAL: GALVANIZED ALUMINUM COLOR STONE OR OFF WHITE 0 19. WALL CAPPING Q MATERIAL: WOOD COLOR STONE OR OFF WHITE 20. CONDENSING UNIT DOORS WITH VENTILATION SCREENING 0 COLOR STONE OR OFF WHITE 21. UNDERFLOOR ACCESS DOOR WITH VENTILATION SCREENING 8-13-2024 JIG PLANNING COMMISSION REVIEW-PC-2 COLOR STONE OR OFF WHITE 7-13-2024 JIG PLANNING DEPART. DESIGN REVIEW -PC -I 22. EXISTING WOOD SHINGLES TO BE REMOVED 4-29-2024 JIG PLANNING DEPART. DESIGN REVIEW-PC-0 23. EXISTING WOOD FACIA BOARD NO. DATE BY DESCRIPTION CONST. 24. EXISTING ALUMINUM WINDOWS AND DOORS TO BE REMOVED. 25. EXISTING ASPHALT ROOFING SHINGLES TO BE REVISIONS REMOVED ITIS TI IE RESPONSIBILITY OF TI IE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME 1ST + 2ND STORY ADDITION TO TIDE RESIDENCE for MR. + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE TRANSVERSE BUILDING SECTION DATE ENGINEER DRAWING NO. 2307 AART ASSINK SCALE ASSHOWN JOB NO. A.9 DRAWN JFG BY. RELEASED TO REVIEWED BY: JFG CONSTRUCTION In r /01 .00 10 v ■T M ' • _ , � ��-.:f k. � 1. �, �..� l j �/ //=�j%/'��i �, � ///� // �/ -- � t 1 � r � r r L i y r r - af 9 H�t �Y� �� '�� :fix ik�'I '`";1 � Jri� �it>� >�If.,v �3`"•� �S-�}�ti�Y�t'. '�3. �2'^ '^ a '��� 4 >.�t� lY� � � "{,�y�� �` y.�'� <��i`Y � !r + "?Y 2i-. -r r �> �-'{��as'y`y� �''�f�i!�'•tA-: Y Y z r� Ailt Geurse Conceptual Designs, Inc. 405 bayswater ave. Burlin8ame, California 94010 tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE APRIL 29, 2024 ' CITY OF BURLINGAME BUSINESS LIC E : GEUR CO CEPT AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 024 IXF r4r CITY I Usiz ii 8-13-2024 JFG I PLANNING COMMISSION REVIEW-PC-2 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. a"1 1ismK IT IS TUE RESPONSIBILITY OF TUE 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 1ST + 2ND STORY ADDITION TO TIDE RESIDENCE for MR. + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR RENDERINGS DATE ENGINEER DRAWING NO. 2307 AART ASSINK JOB NO. DRAWN JFG BY: REVIEWED BY: JFG SCALE: AS SHOWN RELEASEDTO CONSTRUCTION A.10 RVy VENT LOOP ABIWE FIXTURE DRAIN OUTLET USE DRAINAGE FITTINGS SEMY11 FLOOD RIM F L 000 R.W Curse Conceptual Desi6ns, Inc. NOT USED 14H0UR RATED CEILING BATT&F SIDING EXTERIOI STRUCTU EXTEMOI TYPE X G SCALE=1"=1'-0" 30 BATT INSULATION TYPE 'X' GYP. BD. 2x STUDS @ 16" O.C. 1-HOUR RATED EXTERIOR WALL 5/8" THICK TYPE'X' GYP. B 5/8"THICK TYPE 'X' GYP. BD. 2x STUDS 016" O.C. CONDUIT, PIPES OR ANY PENETRATION MIN I -HOUR FI RE RATED CAULKING. TYP. BOTH ENDS 1-HOUR RATED INTERIOR WALL SCALE=NTS SCALE=NTS SCALE=NTS (ELEVATION) INTERIOR GUARDRAIL 11/4" — 2" 11/2" MIN. 31.8 MM— 31.8 MM 50.8 MM 11/4% 2" 11/2"MN. 11/4" - 2" A B 'HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1 %4 " NOR MORE THAN 2" CROSS -SECTIONAL DIA. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS. 1/2 (ELEVATION) 164MM 4 1 21/4" r c� (HANDRAIL) E HANDRAIL LESS THAN 4" T ANY DECORATIVE MOL STAIR CASE 5/8" DIA. M.B. W/ P O.D. WASHER 2X BLOCKING (SECTION) LINE OF 6'-8" MN. HEADROOM HEIGHT INTERMEDIATE POST TYP. AT 6'-0" MAX. DECORATIVE HANDRAIL DECORATIVE BASE MOLDING 0 INTER POSTS AND NEWEL POST. DECORATIVE BALUSTERS. TREADS AND RISERS TO MATCH FOYER FLOOR MATERIAL TYP. SCALE=1"=1'-0" Ct FANDjT FIXTUR DRAIN OUTLET VENT IN FIXTURF DRAIN LENGTH PER TABLE 3105 CONNECT VENT DOWNSTREAM FROM F Ix TUBE OWU N Island Fixture Plumbing vent ISLAND LOOP VENT (1) (2) (3) (4) (6) STAIR TO LAND 101 STAIR @ FLOOR (2) STAIR TO CONCRETE SLAB SCALE=1"=1'-0" KEYNOTES: 1. DOUBLE JOIST OR HEADER 2. PLYWD SUBFLOOR OR EQUAL 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS OREQUAL 5. 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 6. 4x12 STRINGER AT 12" O.C. SCALE=1"=1'-0" KEY NOTES: 1. DOUBLE JOIST OR HEADER 2. PLYWD SUBFLOOR OR EQUAL 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS OREQUAL 5. 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 6. 4A2 STRINGER AT 12" O.C. 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 email: i6eurse06mail.com SIGNATURE BOX: NAME: JESSE GEURSE DATE APRIL 29, 2024 ' CITY OF NO. 2228111,, EXPIRATION DATE 06/30/2024 GE UR COI CEPT�JAL DESIGNS, INC. CITY O 1 '�I01 Al SCALE=NTS A 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS KEYNOTES: I 3/4" PLYWD PRESSURE TREATED TREADS & RISERS OR EQUAL 4A2 STRINGER AT 12" O.C. 2X6 P.TD.F. THRUST PLATE ATTACH TO CONCRETE SLAB CONCRETE SLAB ONGRADE SCALE=1"=1'-0" ITIS THE RESPONSIBILITY OF TFIE 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 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DETAILS DATE 2307 JOB ENGINEER AART ASSINK DRAWING NO. SCALE AS SHOWN ADA DRAWW N JFG BY: RELEASED TO CONSTRUCTION REVIEWED BY: He C SHINGLE LAP SIDING OVERGRADE'D" WINDOWTYP.PERPLANSAND Geurse Conceptual Desi8ns, Inc. BUILDING PAPER OVER PLYWOOD SPECIFICATIONS. - - 2" 2" J OVER OVER STUDS INSTALL PER MANIAC. 2" MIN RECCOMEMDATIONS. 405 bayswater ave. LAP I Burlingame, California 94010 B ALUMINUM DRIP I FLR JST. ALUMINUM DRIP SILL PIECE 3.6197 tel: ail: j8 urseg email: jgeurse@gmail.com — FLASHING. PAINT TO PER PLANS FLASHING. PAINT TO SIGNATURE BOX: WEATHER-RESISITIVE BARRIER MATCH TRIM. MATCH TRIM. PER SHEATHING I NAME JESSE GEURSE A STUCCO a IX3-1/2 DATE APRIL 29, 2024 ' PRESSURE TREATED WOOD. TYP. a HEADER CASING 2X SILL I SEALANT I INTERIOR FINISH a CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY RETAINING WALL PER PLAN SQUARE EDGE I NO: 22811, EXPIRATION DATE 06/30/ 02, WATER-RESISTANTPAPERUNDERTI-IE SILL STRIP. CUTANYExCESS CONSTRUCTION ADHESIVE a DRYWALL WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON a a TERMINATION. M APRON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) a METAL FLASHING (GALVANIZED 2X WALL INSTALL SUCCEEDING COURSES OFWATER-RESISTANT PAPER (BC. eta) ° a a - I 4 OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. RIGHT ANGLE DRIP KERF Q (STEP 4) ° WINDOW TYP. PER PLANS FACTORY JAMB ° CONCRETE SILL a a EXTENSION AND SPECIFICATIONS. . INTERIOR FINISH a 6 INSTALL PER MANIAC. a INSULATION (STUD WALL) FINISH GRADE RECCOMEMDATIONS. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT III III III a BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO ATTAC�NTDE�CEFIEW�EBACKINGSHO�DCOVFROR METAL LATH EXTERIOR BASE TYP. PENETRATE FLASHING MATERIAL. PERIl'HERALFLASHING ATALED LGESOF 2 WINDOW I�EAD WINDOW SILL WALL OPENINGS MUST COVER WIRE BACKING. MORTAR SETTING BED \ 18 14 4 SCALE=3"=1'-0" SCALE=3"=1'�0" SCALE=3"=1'-0" ° ELDORADO STONE VENEER a INTERIOR FINISH 2X WALL SHINGLE LAP SIDING VENEER OVER OPEN STUD 3/4"X3/4"BASE CAP SQUARE EDGE I DRYWALL • Ll 26 SCALE=3"=1`-0" TERMINATION. FACTORY INTERIOR FINISH JAMB INTERIOR FINISH TENSION. I 3/4" X 5-1/2"BASE BOARD i I PER BURLII`IGAME SILL P I ALUMINUM DRIP C A L IF U R N I A 2X WALL FRAMING 2 2 FLASHING. PAINT TO I MATCH TRIM. WEATHER - RESISITIVE BARRIER `I APPLY A BEAD OF CAULKING TO THE BACK SURFACES OFTHE WINDOW, IX3-1/2 " THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED, HEADER CASING 11 INSTALL TFIE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS METAL LATH SQUARE EDGE ` - - a ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE WINDOW DRYWALL DRIP SCRATCI I COAT 2X FLOOR JOIST PER PLANS TERMINATION. (STEP 3) NOTES: MORTAR SETTING BED o SILL, 1X3-1/2 JAMB CASING 0 SECTION 1402.2OFTHEUNIFORMBUILDING CODE STATES, EXTERIOR WINDOW TYPPER PLANS AND . OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A SPECIFICATIONS. MANNER AS TO MAKE WATERPROOF." THE FOLLOWING PROCEEDURE IS �. STONE VENEER RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASHING OF INSTALL PER MANIAC. RECCOMEMDATIONS. PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, MORTAR JOINT VENTS, ETC. v PENETRHINGSHALLBE BARRIER COATEDREINGMATE IAL FLASHITERIAL GMAT OR MATERIAL BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL. PROVIDE BASEBOARD WINDOW JAMB DOOR I�EAD FOR 4-HOURMINIMUM PROTECTION FROM WATER PENETRATION WHEN 21 17 TESTEDINACCORDANCEWITHASTMD779. FLASHING MATERIAL SHALL SCALE=3 =1'rO" SCALE=3 =1'rO" SCALE=3 =1'-0" cARRYcomwuousIDENTIHCATION. SEALANT SHALLBEBUTYLTO INSULATION (WHERE OCCURS) COMPLY WITH FED. SPEC. TT-S-1657. STUD WALL LAP SIDING OVER BUILDING TYVEX WRAP OVER PLYWOOD - - - - 2X WATER TABLE SQUARE EDGE DRYWALL TERMINATION. 0 ALUMINUM DRIP INTERIOR FINISH _ STONE VENEER AT WALL FLASHING. PAINT TO .: . . .:.:.:..... 24 MATCH TRIM. 2 - - SCALE=3"=1' 0" MIN. LAP- - - 26 2X WALL FRAMING 2 2 SHIM SPACE 0 - - - - - - - I DOOR FRAME Q AFTER SILL STRIP IS IN PLACE ATTACH JAMB STRIPS (SIDEOF OPENING)AT Q LEAST9"WIDE WITH INSIDE EDGE OFFLASHING MATERIAL EVEN WITH SHINGLESIDING SILL EDGE OF WINDOW OPENING. STARTJAMB STRIPS 2" BELOW THE SILL STRIPANDEXTENDJAMBSTRIPS4"ABOVETFIELOWEREDGEOFTHEHEADER Q SMOOTH WOOD PANEL SIDING I (TOP OF THE WINDOW OPENING). 1X3-1/2 JAMB CASING 0 a a 4 (STEP 2) a a STONE VENEER 8-13-2024 JFG PLANNING COMMISSION REVIEW-PC-2 a 7-13-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-1 ° INSTALL PER MANUFACTURERS I a RECOMMENDATIONS AND PER a SECTION 703.12 CRC AND FLASHING 20 16 INTERMEDIATE TRIM DOOR JAMB 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 SCALE=3"=1'�0" NO. DATE BY DESCRIPTION CONST. a TOCOMPLYTOR70312.2 SCALE=3 =1-0 12 SCALE=3"-1rO" -- HEADER- _ CONCRETE FOOTING PER PLAN I REVISIONS WINDpW SMOOTH WOOD PANEL SIDING a 4 ITIS THE RESPONSIBILITY OF TFIE ROUGH CONTRACTOR TO VERIFY ALL - - - - — OPENING ° d I` COPPER DRIP FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION I FLASHING. PAINT T DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS NORTH SILL WEEP SCREED 2X CLG. JST -1 GYP BD MATCH TRIM, OR ANY OTHER INCONSISTENCIES DISOVERED MEDIAT Y CREPORTEDSH IMMEDIATELY BE 2X SILL I -TT-IRHEIGHT AT PROJECT NAME + 2ESHOLD 1ST ND STORY ADDITION TO THE RESIDENCE DECORATIVE CROWN 2 4 2X WALL EXTERIOR DOORS SHALL NOT for _ 11"LAP SEE MOLDING. PAINT GRADE I BE MORE THAN 7-1/2" MR. + MRS. VIEIRA MIN.L NOTES a a �" a SIZE: ALUMINUM DRIP LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING 2116 BROADWAY AVE FINISH GRADE OR PAVING ITEM NO.: ? H-ASHING.PAINTTO AWAY FROM THE LANDING BURLINGAME, CALIFORNIA 94010 a 4 _ TCH ROOFING IN AND NOT MORE THAN I" AT DRAWING TITLE ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE WITH THE III —III III —III — COLOR THE DOORS SWINGING OVER TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL A LANDING. STRIPATLEAST II'BEYONDTHEEDGEOFTHEROUGHOPENING FOR / DETAILS WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING �SOFFTT // NAILS OR RUST -RESISTANT STAPLES. / DATE ENGINEER DRAWING NO. (STEP 1) l 2307 AART ASSINK SCALE AS SHOWN 2X ROOF RAFTERS JOB NO. AD.2 �z ti`IINDO�`T t�LASI�ING 23 EXTERIOR BASE TE.RMIN.. TYP. 19 CROV'�TN MOLDING 1� WATER TABLE ROOF TO WALL DOOR SILL DRAWN JFG BY: RELEASED TO MATERIAL APPL ICATION SCALE-3'-1 �0 SCALE-3'-1 �0 SCALE-3'-1 �0 SCALE=3"=1'�0" 11 SCALE=3"=1` 0" REVIEWED CONSTRUCTION BY JFG HED ROOF + BRACE ACIA NOTE LOCATE BOTT. OF FACIA TO TOP OF WINDOW TRIM ERIOR LUMBER ND PAINT :NEE BRACE )R LUMBER ND PAINT KTERIOR LUMBER ND PAINT ICHED N 2X4 LACE TERSUNK 3/8" REWS W/ ER KING )R GRADE C ND PAINT ~LASHING. LND PAINT CH STONE ELAP OVER WA"LOU) ] SCALE=3"=1` 0" NEW 1 X4 AT EXISTING AND NEW FASCIA BOARD TYPICAL GABLE DETAIL + KNEE BRACE SCALE=3"=1` 0" Curse Conceptual Desi6ns, Inc. 405 bagswater ave. Burlingame, California 94010 tel:650.703.6197 e:mail: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE DATE APRII.29, 2024 ' CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE OG/30/ 024 CITY O BURLINGAME A" U 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PGO NO. DATE BY DESCRII'TION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE 1ti CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DETAILS DATE 2307 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG ENGINEER I DRAWINGNO. AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION AD.3 Geurse Conceptual Desi6ns, Inc. NOT USED NOT USED T USED NOT USED NOT USED 405 bayswater ave. Burlin8ame, California 94010 tel:650.703.6197 e:mail: jgeurse%mail.com SIGNATURE BOX: NAME: JESSE GEURSE DATE APRIL 29, 2024 ' CITY OF BURLINGAME BUSINESS LJCE�6E: N0: 222811,, EXPIRATION DATE- 06/30/2024 GEUR COI CEPT�JAL DESIGNS, INC. SCALE=3"=1'-0" SCALE=T=1'-0" SCALE=3"=1`r0" • OCALIFORNIARLINGAME SCALE=3"=1'-0" NOT USED NOT USED SCALE=3"=1'r0" SCALE=3"=1'-0" CEDAR 2X6 TOP RAIL. PRIME AND PAINT - CEDAR 2X4 GUIDE RAIL PRIME AND PAINT - CEDAR 2X2 CROSS GUARD. PRIME AND PAINT CEDAR 4X4 POST. PRIME AND PAINT CEDAR 2X4 GUIDE RAIL. PRIMEAND PAINT 0 ALUMINUM FLASHING ' WITH DRIP 1X4 TRIM PRIME AND PAINT 1" WIDE CONT. SCREEN VENT. TYP. 2X10 TRIM. PRIME AND PAINT (2)1- 1/2" DIA. VENTILATION HOLES W/ SCREEN TYPICAL AT ALL BLOCKING BETWEEN RAFTERS. TYPICAL AT OPPOSITE SIDE FOR REQUIRED CROSS AIR _ VENTILATION. PROVIDE 1-1/2" CONT. VENTILATION GAP. RIPPED 2X4 STOP. SLOPE FOR POSTIVE DRAINAGE. PRIME AND PAINT BALCONY GUARDRAIL CABLE STAY SYSTEM AT 4" O.C. MAX. POST COONECTION 4X4 POST o / - SEE DETAIL F, SHEET SD3 FOR POST BASE CONNECTION I \ IO I 4X SOLID BLOCKING AT POST (E)1/8" PER FOOT SLOPE I - EXISTING DECK FRAMING ri A I I I I I I I I I I I I INSULATION PER TITLE 24 CONTRACTOR TO ENGAGE WATER PROOFING COMPANY SUCH AS OR EQUAL FOR DECK SURFACING: RENAISSANCE STONE CARE & WATERPROOFING 677 KINGS ROW SAN JOSS, CA 95112 PHONE: 408-998-4700, 415-775-3211 OR 831-625-9704 FAX 408-998-4730 INFO@RSCWP.COM SCALE=3"=1`r0" U 4-29-2024 JFG PLANNING DEPART. DESIGN REVIEW-PC-0 NO. DATE 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 SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME 1ST + 2ND STORY ADDITION TO THE RESIDENCE for MR + MRS. VIEIRA 2116 BROADWAY AVE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DETAILS DATE 2307 JOB ENGINEER AART ASSINK DRAWING NO. SCALE AS SHOWN ADA DRAWW N JFG BY: RELEASED TO CONSTRUCTION REVIEWED BY: JFG