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Home My WebLink AboutReso - PC - 2024-10.15-9DRESOLUTION APPROVING CATEGORICAL EXEMPTION AND VARIANCE RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been proposed and application has been made for Side located on a multi -unit lot at 215-050; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on October 15, 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 that 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 Amendment for Variances are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for Variances 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. / `/ Chairperson � �I�UPJA 1, �N 5 Secretary of/ePlanning Commission 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 15th day of October 2024 by the following vote: 223 ANITA ROAD - RESO 202410.15-9D AYES: COMAROTO,HORAN,LOWENTHAL, SCHMID, SHORES, TSE NOES: NONE ABSENT. PFAFF RECUSED:NONE EXHIBIT "A" Conditions of approval for Categorical Exemption and Variance 223 Anita Road Effective October 25, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division and date stamped September 26, 2024, sheets A-0 through A-7, and Topographic Survey; 2. 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; 3. 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; 4. 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; 5. 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; 6. 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; SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNSHEET INDEX ARCHITECTURAL SHEETS CS COVER SHEET BMP CONSTRUCTION BEST MANAGEMENT A-0 SITE PLANS A-1 EXISTING/DEMOLITION PLAN A-2 EXISTING EXTERIOR ELEVATIONS A-3 PROPOSED FLOOR PLANS A-4 EXISTING & PROPOSED ELEVATIONS A-5 PROPOSED EXTERIOR ELEVATIONS A-6 PROPOSED BUILDING SECTIONS A-7 PERSPECTIVES SU1 SURVEY PLAN GENERAL DATA PROJECT DATA VICINITY MAP INDEXCONSULTANTS ENERGY CONSULTANT FRI Energy Consultants LLC 21 North Harrison Street Suite #210 Campbell, Cal. 95008 O. 408.866.1620 F. 408.866.6832 DESIGNER PLANING & DESIGN STUDIO Hector Santizo 145 Dillion Avenue, Bldg. #D Campbell, CA. 95008 408.666.1283 CODE CONFORMANCE PROJECT MANAGMENT NOTES Single Family Home Addition Burlingame, California FANG RESIDENCE COVER SHEET CS SCOPE OF WORK: INTERIOR REMODEL AND ADDITION TO AN EXISTING SINGLE STORY HOME (1,112 S.F.) NEW ADDTION OF LIVING SPACE TO 1ST FLOOR OF 40 S.F. IEXISTING, PORCH TO REMAIN UNCHANGED, DEMOLITION OF REAR PORCH & DEMOLITION OF EXISTING INTERIOR WALLS, KITCHEN REMODEL & NEW BATHROOMS. REPLACEMENT OF EXISTING WINDOWS, EXISTING WOOD TRIM AND DETAILS TO REMAIN, EXISTING COVERED PORCH WINDOWS TO REMAIN PROJECT DATA: APPLICANTS NAME: FANNY FANG E-MAIL fannyfg@gmail.com PHONE:415-676-9860 SITE LOCATION:223 ANITA ROAD BURLINGAME , CA 94010 APN:029215050 ZONING:R-3-ANITA ROAD CONSTRUCTION TYPE: VB OCCUPANCY R3 LOT SIZE: GROSS :7,500 S.F. NET:7,500 S.F. BUILDING DATA: MAX. PROPOSED BUILDING HEIGH = 27'-0" AREA CALCULATION TABLE: LIVING SPACE EXISTING HOME:1,112 S.F. NEW ADDITION 1ST FLOOR :410 S.F. TOTAL PROPOSED LIVING AREA:1,522 S.F. MAIN HOME: 1,522 S.F. CARPORT: 403 S.F. DETACHED DUPLEX UNIT: 609 S.F. TOTAL COVERAGE:2,534 S.F. (34%) GREEN POINT NOTES: ALL SIDING SHALL BE DURABLE AND NON-COMBUSTIBLE MATERIALS. DOCUMENTATION SHALL BE PROVIDED PRIOR TO FIRST INSPECTION, CONFIRMING COMPLIANCE TO THE WASTE MANAGEMENT PLAN PROVIDED TO THE JURISDICTION CGBS SECTION 4.408.2.1 ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS AND AEROSOL PAINT CONTAINERS MUST REMAIN ON SITE FOR FIELD VERIFICATION BY THE BUILDING INSPECTOR CGBSC SECTION 4.504.2.4 PRIOR TO INSPECTION A LETTER SIGNED BY THE GENERAL CONTRACTOR OR THE OWNER/BUILDING MUST BE PROVIDED TO THE CITY'S BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AEROSOL PAINT , CARPET SYSTEMS (INCLUDING CARPETING CUSHION AND ADHESIVE) RESILIENT FLOORING SYSTEMS AND COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504 PRIOR TO ENCLOSING THE WALL & FLOOR FRAMING CONFIRMATION MUST BE PROVIDED TO THE BUILDING INSPECTOR SHOWING THE FRAMING MEMEBERS DE NOT EXCEED 19% MOISTURE CONTENT. AT FINAL INSPECTION A MANUAL, COMPACT DISC, WEB BASED REFERENCE OR OTHER ACCEPTABLE MEDIA INCLUDING ITEMS 1 THRU 10 IN ACCORDANCE WITH CGBSC SECTION 4.410.1 SHALL BE PLACED ON THE BUILDING. T-24 NOTES: "HERS" VERIFICATION REQUIRE FOR THE HVACDISTRIBUTION & "IAQ" FANS. PROVIDE EVIDENCE OF THRID PARTY VERIFICATION (HERS) TO PROJECT BUILDING INSPECTOR PRIOR TO FINAL INSPECTION WASTE MANAGEMENT PLAN NOTE: THE CONTRACTOR AND SUB-CONTRACTOR MUST FOLLOW THE WASTE MANAGEMENT PLAN NOTE: VERIFICATION OF REPLACEMENT OF ALL EXISTING TO REMAIN NON COMPLIANT PLUMBING FIXTURES WITH WATER CONSERVING PLUMBING FIXTURES AS SPECIFY IN 2022 CALGREEN SHALL BE PROVIDED TO THE TOWN BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. THIS REQUIREMENT APPLIES TO ALL EXISTING TO REMAIN PLUMBING FIXTURES LOCATED WITHIN THE STRUCTURE UNDER THE SCOPE OF THIS PERMIT. ADVISORY: THIS NOTE APPLIES TO EXISTING PLUMBING FIXTURES ONLY. ALL NEW PLUMBING FIXTURES MUST COMPLY WITH THE REDUCED FLOW RATES AS SPECIFY 2016 CALGREEN NOTE: THE BUILDER MUST PROVIDE THE OWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA CODE OF REGULATIONS, PART 1 10-103(B)) THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES. 2022 CBC CALIFORNIA BUILDING CODE 2022 CA RESIDENTIAL CODE 2022 CPC CALIFORNIA PLUMBING CODE 2022 CMC CALIFORNIA MECHANICAL CODE 2022 CEC CALIFORNIA ELECTRIC CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIIFORNIA CODE FOR BUILDING CONSERVATION (NOTE: CHAPTER 5 AND APPENDIX 1, 5 & 6 ADOPTED) 2022 BUILDING ENERGY EFFICIENCY STANDARDS ALONG WITH ANY OTHER LOCAL AND STATE LAWS AND REGULATIONS CONSTRUCTION HOURS NOTE: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. MONDAY THROUGH FRIDAY: 8AM TO 7PM SATURDAYS: 9AM TO 6PM APPROVAL STAMPS STRUCTURAL ENGINEER HC STRUCTURAL ENGINEERS Humza Shahid S.E. 117 Bernal Rd Suite 70-648 San Jose, CA. 95119 650-557-4333 SITE LOCATION RENDERING Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Non-Hazardous Materials Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. Use (but don’t overuse) reclaimed water for dust control. Hazardous Materials Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. Follow manufacturer’s application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. Arrange for appropriate disposal of all hazardous wastes. Waste Management Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. Check waste disposal containers frequently for leaks and to make sure they are not overﬁ lled. Never hose down a dumpster on the construction site. Clean or replace portable toilets, and inspect them frequently for leaks and spills. Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning ﬂ uids as hazardous waste. Construction Entrances and Perimeter Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufﬁ ciently control erosion and sediment discharges from site and tracking off site. Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Materials & Waste Management Equipment Management & Spill Control Maintenance and Parking Designate an area, ﬁ tted with appropriate BMPs, for vehicle and equipment parking and storage. Perform major maintenance, repair jobs, and vehicle and equipment washing off site. If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect ﬂ uids. Recycle or dispose of ﬂ uids as hazardous waste. If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. Clean up spills or leaks immediately and dispose of cleanup materials properly. Do not hose down surfaces where ﬂ uids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. Report signiﬁ cant spills immediately. You are required by law to report all signiﬁ cant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor’s Ofﬁ ce of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthmoving Schedule grading and excavation work during dry weather. Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded ﬁ ber matrix) until vegetation is established. Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as ﬁ ber rolls, silt fences, sediment basins, gravel bags, berms, etc. Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: Unusual soil conditions, discoloration, - or odor. Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. - 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 away from all disturbed areas. When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal. Dewatering Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal Protect nearby storm drain inlets when saw cutting. Use ﬁ lter fabric, catch basin inlet ﬁ lters, or gravel bags to keep slurry out of the storm drain system. Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you are ﬁ nished in one location or at the end of each work day (whichever is sooner!). If sawcut slurry enters a catch basin, clean it up immediately. Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will ﬂ ow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Painting Cleanup and Removal Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state- certiﬁ ed contractor. Painting & Paint Removal Concrete, Grout & Mortar Application Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. Stack bagged material on pallets and under cover. Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Landscaping Paving/Asphalt Work Storm drain polluters may be liable for ﬁ nes of up to $10,000 per day! SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNEXISTING SITE PLAN SCALE 1/8" = 1'-0" 0 10 20 30 FT EXISTING SITE PLAN A-0PROPOSED SITE PLAN SCALE 1/8" = 1'-0" 0 10 20 30 FT SITE LOCATION TC 28.68 EXISTING HOME 2 BEDROOM HOME EXISTING CARPORT 403 S.F. EXISTING DUPLEX 968 S.F.6'-1"(E) SETBACK17'-10" (E) SETBACK 15'-10"(E) SETBACK11'-0" (E) SETBACK 4'-0"SIDE SETBACK4'-0"SIDE SETBACK15'-0" FRONT SETBACK 15'-0" REAR SETBACK ANITA ROADP.L. 150.00' P.L. 150.00'P.L. 50.00'P.L. 50.00'E GAS S W 28.9 28.8 29.3 28.81 28.528.94 28.80 28.95 F.F. 33.02 28.98 29.1529.12 F.F. 31.37 29.06 29.028.62 20'-2"10'-3" SITE IMPERVIOUS AREA CALCULATIONS SITE AREA=7,500 S.F. (100%) PERVIOUS AREA=4,397 S.F. (59%) GRASSCRETE AREA=695 S.F. (9%) PERMEABLE PAVERS=460 S.F. (6%) LANDSCAPED AREA=1,948 S.F. (26%) TOTAL IMPERVIOUS =3,103 S.F. (41.3%) ENGINEERING DEPT NOTES: REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL AND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY’S RIGHT-OF-WAY. TC 28.68 EXISTING HOME 2 BEDROOM HOME EXISTING CARPORT 403 S.F. EXISTING DUPLEX 968 S.F.6'-1"(E) SETBACK17'-10" (E) SETBACK 15'-10"(E) SETBACK11'-0" (E) SETBACK 4'-0"SIDE SETBACK4'-0"SIDE SETBACK15'-0" FRONT SETBACK 15'-0" REAR SETBACK ANITA ROADP.L. 150.00' P.L. 150.00'P.L. 50.00'P.L. 50.00'E GAS S W E GAS 28.9 28.8 29.3 28.81 28.528.94 28.80 28.95 F.F. 33.02 28.98 29.1529.12 F.F. 31.37 29.06 29.028.62 MAIN SEWER CLEAN OUT MAIN HOME AND SECONDARY UNITS SHARE SEWER SYSTEM MAIN WATER METER MAIN HOME AND SECONDARY UNITS SHARE WATER SERVICE MAIN HOME GAS METER SECONDARY UNIT GAS METER MAIN HOME ELECTRICAL METER DUPLEX ELECTRICAL METERS a a a a PROPOSED SITE PLAN SCALE 1/8" = 1'-0" 0 10 20 30 FT F.F. 33.02 LANSCAPED AREALANSCAPED AREA LANSCAPED AREA a a a a (N) DS (N) DS(E) DS(E) DS (E) DS a aa a a a NOTE: EXISTING LANDSCAPE TO REMAIN a (E) 3" DIA, TREE TO REMAIN (E) 3" DIA, TREE TO REMAIN (E) 4" DIA, TREE TO REMAIN a (E) CONCRETE DRIVEWAY UNIT 1 - 1 BEDROOM 1 BATH UNIT 2 - 1 BEDROOM 1 BATH a a (E) HEDGE TO REMAIN (E) HEDGE TO REMAIN 2 - 24" BOX SILVER LINDEN SINGLETRUNK (E) 3" DIA, TREE TO REMAIN 12'-0"DRIVEWAY WIDTHMAIN WATER LINE COMMING TO MAIN HOME (N) PERMEABLE PAVERS (N) GRASSCRETE PAVING (N) PERMEABLE PAVERS MEW MASTER BATH ADDITION 410 S.F. DIAGONAL SHADED AREA INDICATES CONCRETE SLAB TO BE REMOVED DIAGONAL SHADED AREA INDICATES CONCRETE SLAB TO BE REMOVED DIAGONAL SHADED AREAINDICATES CONCRETE SLABTO BE REMOVED(E) DS 29'-4" SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNEXISTING HOME 2 BEDROOM HOME EXISTING CARPORT 403 S.F. EXISTING DUPLEX 968 S.F.6'-1"(E) SETBACK11'-0" (E) SETBACK 4'-0"SIDE SETBACK4'-0"SIDE SETBACK15'-0" FRONT SETBACK 15'-0" REAR SETBACK ANITA ROADP.L. 150.00' P.L. 150.00'P.L. 50.00'P.L. 50.00'F.F. 33.02 F.F. 31.37F.F. 33.02 (E) 4" DIA, TREE TO REMAIN (E) CONCRETE DRIVEWAY (E) HEDGE TO REMAIN 12'-0"DRIVEWAY WIDTH(N) PERMEABLE PAVERS (N) GRASSCRETE PAVING (N) PERMEABLE PAVERS MEW MASTER BATH ADDITION 410 S.F.29'-4"TC 28.68 OPEN SPACE SITE PLAN SCALE 3/16" = 1'-0" 0 10 20 30 FT F.F. 33.02 (E) 3" DIA, TREE TO REMAIN (E) 3" DIA, TREE TO REMAIN (E) 4" DIA, TREE TO REMAIN (E) HEDGE TO REMAIN (E) HEDGE TO REMAIN MAIN HOME PRIVATE OPEN SPACE 375 S.F. 1 BEDROOM UNIT 1 PRIVATE OPEN SPACE 240 S.F. 1 BEDROOM UNIT 1 PRIVATE OPEN SPACE 240 S.F. COMMON OPEN SPACE 500 S.F. OPEN SPACE SITE PLAN A-0.1 LEGEND: INDICATES MAIN HOME PRIVATE OPEN SPACE INDICATES DUPLEX UNIT 1 PRIVATE OPEN SPACE INDICATES DUPLEX UNIT 2 OPEN SPACE INDICATES COMMON OPEN SPACE UNIT 1 - 1 BEDROOM 1 BATH UNIT 2 - 1 BEDROOM 1 BATH (E) 1HR FIRE SEPARATION WALL - WALL TO REMAIN UNCHANGED LAUNDRY STORAGE SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNSEAL WINDOW OPENING EXISTING CARPORT 403 S.F. 5'-9"13'-0"6'-6"11'-4"5'-9" 42'-4" 13'-5"18'-0"11'-3"15'-6"12'-2"3'-10"12'-1"28'-1"3'-6"3'-4"3'-1"9'-2"15'-10"LIVING ROOM FAMILY ROOM KITCHEN NOOK LAUNDRY TOILET REAR PORCH REAR PATIO BEDROOM BATH BEDROOM COVERED PORCH (E) WINDOW2/8-4/6 SH(E) WINDOW2/0-4/9 SH( E ) W I N D OW 2 / 0 - 4 / 9 S H (E) WINDOW 6/8-4/6 FX (E) WINDOW 2/6-4/6 SH (E) WINDOW 2/0-3/0 SH (E) WINDOW 2/6-4/6 SH (E) WINDOW 2/0-3/0 SH (E) WINDOW4/0-3/4 SL(E) WINDOW4/0-4/6 SH(E) WINDOW 2/0-3/0 FX REMOVE BATH FIXTURES, TYP. REMOVE TOILET REMOVE REAR PORCH FRAMING STEPS AND ROOF SEAL WINDOW OPENING REMOVED KITCHEN APPLIANCES AND CABINETS REMOVE WALL SEE PROPOSED PLAN REMOVE WALL SEE PROPOSED PLAN REMOVE WALL SEE PROPOSED PLAN WALL TO REMAIN IN PLACE SEE PROPOSED PLAN REMOVE WALL SEE PROPOSED PLAN (E) DOOR2/8-6/8 SL(E) DOOR2/8-6/8 SL(E) DOOR2/8-6/8 SLNON HEATED SPACE REMOVE (E) FENCE EXISTING/DEMOLITION FLOOR PLAN SCALE 1/4" = 1'-0" 857 S.F. ADDITION - 421 S.F. LOWER LEVEL - 436 S.F. UPPER LEVEL 0 10 20 30 FT EXISTING/DEMOLITION ROOF PLAN SCALE 1/4" = 1'-0" 857 S.F. ADDITION - 421 S.F. LOWER LEVEL - 436 S.F. UPPER LEVEL 0 10 20 30 FT EXISTING CLASS A COMPOSITE SHINGLES ROOFING TO REMAIN EXISTING DECORATIVE DORMER TO REMAIN SHADED AREA INDICATES ROOF OVERHANG TO BE REMOVED 5:12 5:12 5:125:125:12 5:12 EXISTING FLOOR PLAN & ROOF PLAN A-1 (E) PORCH WINDOWS TO REMAIN EXISTING SIDE ELEVATION - SOUTH SIDE Scale: 1/4" = 1'-0"3 8'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5EXISTING CARPORT TO REMAIN IN PLACE AVERAGE TOP OF CURB 28.49' OUTLINE OF NEW ADDITION EXISTING REAR PORCH TO BE REMOVED EXISTING SIDE ELEVATION Scale: 1/4" = 1'-0"48'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 EXISTING REAR PORCH TO BE REMOVED EXISTING CARPORT TO REMAIN IN PLACE 12 5 OUTLINE OF NEW ADDITION AVERAGE TOP OF CURB 28.49' EXISTING FRONT ELEVATION - EAST SIDE Scale: 1/4" = 1'-0"18'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 AVERAGE TOP OF CURB 28.49' EXISTING REAR ELEVATION - WEST SIDE Scale: 1/4" = 1'-0"28'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 EXISTING REAR PORCH TO BE REMOVED EXISTING CRAWLSPACE ACCESS TO REMAIN AVERAGE TOP OF CURB 28.49' SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNEXISTING EXTERIOR ELEVATIONS A-2 SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNBEDROOM 2 10' X 11' BEDROOM 3 10' X 11' FULL BATH GREAT ROOM 29' X 15' KITCHEN 11' X 16'CLOSET12'-0"3'-6" 57'-10"16'-0"12'-1"29'-2"13'-6"15'-0"5'-8"4'-0"7'-2"3'-6"3'-0"5'-0"11'-9"SHOWER EXISTING CARPORT KING BED SHOWER MASTER BEDROOM 15' X 15' MASTER BATH 12' X 6'-0" WALK-IN CLOSET 10' X 5'(E) WINDOW2/8-4/6 SH(E) WINDOW2/0-4/9 SH( E ) W I N D OW 2 / 0 - 4 / 9 S H (E) WINDOW 6/8-4/6 FX (N) WINDOW 4/0-3/0 SL (N) WINDOW 5/0-4/0 SL 2/4-6/83/0-6/8 2'-0"2'-0"(E) STEPS TO REMAIN 32" MIN. DIA.32" MIN. DIA.7'-5"(N) WINDOW3/0-4/0 SH3/0-6/8 PROPOSED LOWER LEVEL PLAN SCALE 1/4" = 1'-0" 857 S.F. ADDITION - 421 S.F. LOWER LEVEL - 436 S.F. UPPER LEVEL 0 10 20 30 FT PROPOSED LOWER LEVEL PLAN A-3 A-A A-6 B-B A6 1HR ASSEMBLY WALL NEW ADDITION 410 S.F. EXISTING CLASS A COMPOSITE SHINGLES ROOFING TO REMAIN EXISTING DECORATIVE DORMER TO REMAIN 5:12 5:12 5:125:12 5:12 PROPOSED ROOFL PLAN SCALE 1/4" = 1'-0" 0 10 20 30 FT5:125:12CARPORT ROOF TO REMAIN8'-0"PANTRYCLOSET3/0-6/8 LAUNDRY PORCH 5'-2"10'-4"2'-8"5'-0"2'-9"10'-8"5'-9" (N) WINDOW 3/0-2/0 SL (N) WINDOW 3/0-3/0 SL LINENCONCRETE STEPS FOR NEW CELLAR ACCESS (N) WINDOW 8/0-5/0 PIC-TEMP 2/4-6/8 LINEN 15'-6" NEW ROOF ADDITION LAUNDRY STORAGE PROPOSED FRONT ELEVATION - EAST Scale: 3/16" = 1'-0"58'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR P.L.P.L. EXISTING RIDGE TO REMAIN MAX. BUILDING HEIGHT TO REMAIN AVERAGE TOP OF CURB 28.49' BUILDING TOP ELEV . 48.25' APROX. PROPOSED EXTERIOR ELEVATION - WEST Scale: 3/16" = 1'-0"6 TOP PLATES FINISH FLOOR 4'-2"8'-10"CARPORT BUILDING BEYOND TO REMAIN P.L.P.L. AVERAGE TOP OF CURB 28.49' a 12 5 PROPOSED EXTERIOR ELEVATION - SOUTH Scale: 3/16" = 1'-0"7 TOP PLATES FINISH FLOOR 33.02 4'-2"8'-10"12 5 CARPORT BUILDING BEYOND TO REMAIN EXISTING TOP PLATES EXISTING FINISH FLOOR 4'-2"8'-10"P.L. NEW SIDING TO MATCH EXISTING TOP PLATES FINISH FLOOR NEW CLASS A COMPOSITION SHINGLES ROOFING TO MATCH EXISTING NEW SIDING AT ADDITION TO MATCH EXISTING SIDING 4'-2"8'-10"12 5 EXISTING TOP PLATES EXISTING FINISH FLOOR 33.02 4'-2"8'-10"12 5 PROPOSED EXTERIOR ELEVATION - NORTH Scale: 3/16" = 1'-0"8 P.L. AVERAGE TOP OF CURB 28.49' (N) CONCRETE STEPS (N) CELLAR ACCESS DOOR 4'-0"EXISTING & PROPOSED EXTERIOR ELEVATIONS A-4 EXISTING SIDE ELEVATION - SOUTH SIDE Scale: 3/16" = 1'-0"3 8'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5EXISTING CARPORT TO REMAIN IN PLACE AVERAGE TOP OF CURB 28.49' OUTLINE OF NEW ADDITION EXISTING REAR PORCH TO BE REMOVED EXISTING SIDE ELEVATION Scale: 3/16" = 1'-0"48'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 EXISTING REAR PORCH TO BE REMOVED EXISTING CARPORT TO REMAIN IN PLACE 12 5 OUTLINE OF NEW ADDITION AVERAGE TOP OF CURB 28.49' EXISTING FRONT ELEVATION - EAST SIDE Scale: 3/16" = 1'-0"18'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 AVERAGE TOP OF CURB 28.49' EXISTING REAR ELEVATION - WEST SIDE Scale: 3/16" = 1'-0"28'-10"4'-2"EXISTING TOP PLATES EXISTING FINISH FLOOR 12 5 EXISTING REAR PORCH TO BE REMOVEDEXISTING CRAWLSPACE ACCESS TO REMAIN AVERAGE TOP OF CURB 28.49' SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNNOTE: FOR ENLARGED ELEVATIONS SEE DWG'S A-2 & A-5 NOTE: FOR ENLARGED ELEVATIONS SEE DWG'S A-2 & A-5 NOTE: FOR ENLARGED ELEVATIONS SEE DWG'S A-2 & A-5 NOTE: FOR ENLARGED ELEVATIONS SEE DWG'S A-2 & A-5 FRONT ELEVATION - EAST Scale: 1/4" = 1'-0"18'-10"4'-2 5/8"9'-0"EXISTING TOP PLATES EXISTING FINISH FLOOR EXISTING CLASS A COMPOSITION SHINGLES ROOFING TO REMAIN EXISTING SIDING TO REMAIN CARPORT BUILDING BEYOND TO REMAIN P.L.P.L. EGRESS WINDOW 5.35 S.F. NET CLR AREA2'-1"a EXISTING RIDGE TO REMAIN MAX. BUILDING HEIGHT TO REMAIN EXISTING DOOR TO REMAIN AVERAGE TOP OF CURB 28.49' BUILDING TOP ELEV. 48.25' APROX. a 4'-3"14'-0"EXISTING WOOD TRIM AND DETAILS TO REMAIN @ FRONT ELEVATION EXTERIOR ELEVATION - WEST Scale: 1/4" = 1'-0"2 TOP PLATES FINISH FLOOR NEW CLASS A COMPOSITION SHINGLES ROOFING TO MATCH EXISTING NEW SIDING AT ADDITION TO MATCH EXISTING SIDING4'-2"8'-10"12 5 CRAWLSPACE ACCESS DOOR WOOD SOLID DOOR CARPORT BUILDING BEYOND TO REMAIN P.L.P.L. a AVERAGE TOP OF CURB 28.49' a14'-0"12 5 EXTERIOR ELEVATION - SOUTH Scale: 1/4" = 1'-0"3 TOP PLATES FINISH FLOOR 33.02 NEW CLASS A COMPOSITION SHINGLES ROOFING TO MATCH EXISTING EXISTING CLASS A COMPOSITION SHINGLES ROOFING TO REMAIN 4'-2"8'-10"12 5 CARPORT BUILDING BEYOND TO REMAIN EXISTING TOP PLATES EXISTING FINISH FLOOR 4'-2"8'-10"EXISTING SIDING TO REMAIN P.L. EGRESS WINDOW 11.5 S.F. NET CLR AREA AVERAGE TOP OF CURB 28.49' a 14'-0"EGRESS WINDOW 11.5 S.F. NET CLR AREA (N) COVERD PORCH WINDOW TO REMAIN (N) ALUMINUM CLAD WOOD WINDOWS REPLACEMENT NEW SIDING TO MATCH EXISTING TOP PLATES FINISH FLOOR NEW CLASS A COMPOSITION SHINGLES ROOFING TO MATCH EXISTING EXISTING CLASS A COMPOSITION SHINGLES ROOFING TO REMAIN NEW SIDING AT ADDITION TO MATCH EXISTING SIDING 4'-2"8'-10"12 5 CARPORT BUILDING BEYOND TO REMAIN EXISTING TOP PLATES EXISTING FINISH FLOOR 33.02 3'-6"8'-10"EXISTING SIDING TO REMAIN 12 5 EXTERIOR ELEVATION - NORTH Scale: 1/4" = 1'-0"4 P.L. TC 28.72 TC 28.80 TC 28.95 EGRESS WINDOW 10.4 S.F. NET CLR AREA AVERAGE TOP OF CURB 28.49' a14'-0"(N) CONCRETE STEPS (N) CELLAR ACCESS DOOR 4'-0"(N) WINDOW TRIM TO MATCH EXISTING SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNPROPOSED EXTERIOR ELEVATIONS A-5 8'-10"8'-10"EXISTINGBUILDING SECTION Scale: 1/4" = 1'-0"A-A EXISTING MECHANICAL ROOM - WATER HEATER & FURNACE TO REMAIN NEW CRAWLSPACE TO ACCESS EXISTING MECHANICAL ROOM 4'-2 5/8"20'-0"MAX. BUILDING HEIGHTFROM TOP OF CURB19'-6" MAX. (E) BUILDING HEIGHT FROM TOP OF CURBF.F. ELEVATION 33.02 ELEV. 28.80 APROX TC 28.68 P.L. EXISTING CRAWLSPACE TO REMAIN EXISTING ATTIC AREA NEW ATTIC AREA DIAGONAL SHADED AREA INDICATES NEW CALIFORNIA FRAMING OVER EXISTING ROOF NEW ADDITION BUILDING SECTIONS Scale: 1/4" = 1'-0"B-B F.F. ELEVATION 33.02 ELEV. 28.80 APROX8'-10"ELEV. 28.80 APROX BOTTOM OF NEW CRAWLSPACE AREA TO MATCH BOTTOM OF (E) CRAWLSPACE AREA SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNPROPOSED BUILDING SECTION A-6 SECTION NOTES CONVENTIONAL LIGHT-FRAME CONSTRUCTION PROVISIONS OF THE CALIFORNIA BUILDING CODE CHAPTER 23 SHALL APPLY TO THIS PROJECT. ANY AND ALL ELEMENTS OF THE PREPARED PLANS THAT EXCEED THE MINIMUM STANDARDS REQUIRED BY CODE OR A PROJECT STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE OVER SUCH MINIMUM STANDARDS AND REQUIREMENTS. ALL LUMBER TO BE USED IN THE CONSTRUCTION OF THIS STRUCTURE SHALL BE DOUGLAS FIR - LARCH (COAST REGION) GRADE II OR BETTER (SEE ALSO PLANS AND SPECS.). PROVIDE DOUBLE TRIMMER OR POST AT EACH SIDE OF OPENINGS 8'-0" OR GREATER (TYP.). ALL INTERIOR NON-BEARING WALL BRACING TO BE MIN. EITHER A 1X4 DF # 2 CONTINUOUS LET-IN, OR SIMPSON 'WB' STRAPS AT 45 ∞ MIN. / 60∞ MAX. TYPICAL. ALL EXTERIOR WALL BRACING SHALL BE MIN. 3/8" CDX SOILD PYWOOD SHEATHING WITH 8d NAILS AT 6" O.C. (EDGES) & 12" O.C. (FIELD) TYPICAL UNLESS NOTED OTHERWISE. WALL FRAMING SHALL BE MIN. 2X4 STUDS AT 16" O.C. MAX., PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48" LAP SPLICE WITH (2) ROWS OF 16d AT EVERY 6" (TYPICAL) UNLESS NOTED OTHERWISE . INSULATE ALL NEW WALLS WITH R-19, CEILINGS WITH R-30,PER TITLE 24 REQUIREMENTS. PROVIDE SOLID BLOCKING AT ENDS OF ALL CEILING JOISTS AND RAFTERS WITH SCREENED EAVE VENTS INSTALLED IN PER CBC PROVIDE SCREENED VENT AT EAVE WITH 2X SOLID BLOCKING AT ENDS OF CEILING JOISTS. DRILL MIN. OF (3) 2" DIA. HOLES IN EACH BLOCK FOR PROPER VENTILATION REQUIREMENTS PER 2016 C.B.C. SECTION 1203.2 ALL NAILING SHALL COMPLY WITH C.B.C 2016 OR STRUCTURAL CALCULATIONS. 1/2" MINIMUM GYPSUM BOARD (SHEETROCK) TO BE INSTALLED AT ALL WALLS AND FLAT CEILING AREAS WITH 5d NAILS @ 7" O.C. MAX. EACH WAY. 5/8" MINIMUM GYPSUM BOARD (SHEETROCK) TO BE INSTALLED AT ALL SLOPED CEILING AREAS WITH 6d NAILS @ 7" O.C. EACH WAY TYPICAL. PROVIDE DBL. 2X SOLID BLOCKING ABOVE AND BELOW ALL BEARING AND NON-BEARING PARTITIONS. SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGNEXTERIOR PERSPECTIVES A-7 FRONT SIDE PERSPECTIVE FRONT SIDE PERSPECTIVE PERMEABLE PAVERS GRASSCRETE GRASSCRETE NEW SIDING TO MATCH EXISTING NEW WOOD TRIM DETAIL TO MATCH EXISTING PERMEABLE PAVERS EXISTING CARPORT SHEET NO. THIS DOCUMENT IS PROPERTY OF PLANNING & DESIGN STUDIO. THE TECHNICAL INFORMATION, IDEAS, AND DESIGN DETAILS HEREIN MAY BE DISCLOSED ONLY TO THOSE GOVERNMENTAL AGENCIES, HAVING JURISDICTION OVER THIS PROJECT, WHO NEED THEM IN THE PERFORMANCE OF OFFICAL DUTIES. THESE PLANS MAY NOT BE REPRODUCED, COPIED, OR DISCLOSED IN WHOLE OR PARTIALLY, IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF PLANNING & DESIGN STUDIO. FANG RESIDENCERESIDENTIAL REMODEL & ADDITION223 ANITA ROADBURLINGAME CA 94010ISSUED FORREVIEW AND COMMENTNOV 12-2020NO.REVISIONDATEba1234-11-2024ISSUED PER PLANNING DEPT COMMENTSSHEET TITLE DATE: SCALE: CHECKED BY: DRAWN BY: A.S. H.S. AS NOTED MAY 07-2023 PROJECT NO.2023-09 PLANNING & DESIGN STUDIO 145 DILLON AVENUE SUITE D CAMPBELL CA 95008 hectorsantizopaz@yahoo.com 408-666-1283 BY HECTOR SANTIZO9-25-2024ISSUED FOR PLANNING DEPT REVIEW- NEW SINGLE STORY DESIGN