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HomeMy WebLinkAbout1304 Mills Avenue - B21-0334New Single -Family Res Nitin Handa 1304 Mills Ave. Burlingame, CA. 94025 GREEN BUILDING MANDATORY MEASURES CHECKLIST: TWO COPIES OF GREEN BUILDING MANDATORY MEASURES CHECKLIST WILL BE PROVIDED WITH SUBMITTAL OF PLANS DURING BUILDING CODE PLAN CHECK. GRADING PERMIT, IF REQUIRED, WILL SE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. "Construction Hours" Weekdays: 8:00 a.m. - 1:00 p.m. Saturdays: 9:00 a.m. - &:00 p.m. Sundays and Holidays: No Work Allowed (See City of Burlingame Municipal Code, Section 18.01.110 for details.) (See City of Burlingame Municipal Code, Section 13.04.100 for details.) Construction hours in the City Public right-of-way are limited to weekdays and non -City Holidays between 8:00 a.m. and 5:00 p.m. Note: Construction hours for work in the public right of way must now be included on the plans. 1,711 7 BURLINGAME L 2020 BURLINGAME REACH CODE CHECKLIST FOR NEW SINGLE FAMILY RESIDENTIAL CONSTRUCTION PROJECT ADDRESS: 1304 Mills Avenue BURLINGAME, CA 94010 APN: 026-071-110 APPLICANT NAME: Nitin Handa 1. ENERGY EFFICIENCY AND ELECTRIFICATION A project is deemed New Construction if it is a new building, from the ground up, or if the value of the addition(s), alteration(s) and repairs to an existing building is greater than 50% of the current replacement value of the existing building or structure as determined by the building official, and it includes new heating, cooling, (if present), and ventilation. Note: all projects must comply with mandatory elements of the 2019 Building Energy Efficiency Standards as well as this Reach Code. Choose All -Electric, or All -Electric Readiness: 2/ All -Electric. M' No natural gas or propane appliances. fEr No gas meters or propane infrastructure. Compliance with energy efficiency standards required by the State (no additional local energy efficiency requirements). OR ❑ All -Electric Readiness. Check the box for each appliance which uses natural gas or propane and confirm that the electrical requirements are met for each: ❑ Range/Cooktop - Dedicated 208/240V, 50A capacity receptacle within 3 feet ❑ Fireplace, or Fire -pit — Receptacle with equivalent capacity, within 3 feet 2. SOLAR PHOTOVOLTAIC Loi A photovoltaic system will be installed, sized per equation 150.1(C). ❑ This project is exempt, based on excessive shading and/or insufficient roof space), and therefore includes: Compliance with exceptions under the 2019 Building Energy Efficiency Standards (Exception 6 to Section 110.10(b)1A, or Exception 4 to Section 110.10(b)1B): ❑ Installed solar domestic water heating system, OR ❑ Demand responsive thermostat(s) plus one of the following: ❑ EnergyStar Dishwasher ❑ Home Automation System ❑ Greywater Irrigation ❑ Rainwater Catchment System For more information, please visit: https://www.burlingame.orq/departments/building/reach codes.php, or contact Green Building Specialist Joe McCluskey: jmccluskeNaburlingame.orq, 650.558.7273. 10-16-2020 ❑ 2019 CALIFORNIA BUILDING CODES ❑ 2019 CALIFORNIA ELECTRICAL CODES (BASED ON 2017 NEC) ❑ 2019 CALIFORNIA PLUMBING CODES ❑ 2019 CALIFORNIA ENERGY CODES 019 CALIFORNIA MECHANICAL CODES 2019 CALIFORNIA BUILDING CODES -STRUCTURAL ONLY ❑ 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE ❑ 2019 CALIFORNIA FIRE CODES ❑ 2019 CALIFORNIA RESIDENTIAL CODE Plan review approval of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. (�1 Iti BY: J DATE BUREAU VERITAS NORTH AMERICA, INC. HERS FEATURE SUMMARY: The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building -level Verifications: • Indoor air quality ventilation • Kitchen range hood Cooling System Verifications: • Minimum Airflow • Fan Efficacy Watts/CFM scoF 01- kOAK: Wv v w v — v v v DEMOLISH EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE WITH A DETACHED GARAGE. P4G OV R CONDITIONS OF APPROVAL SHEET 0.1 BOUNDARY 4 TOPOGRAPHIC SURVEY BOUNDARY 4 TOPOGRAPHIC SURVEY GRADING 4 DRAINAGE PLAN CONSTRUCTION DETAILS EROSION 4 SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES (BMP) GRADING 4 DRAINAGE CITY STANDARDS ENCROACHMENT PERMIT NOTES EXISTING SITE PLAN PROPOSED SITE PLAN These plans and documents have been reviewedE RST 4 SECOND FLOOR PLANS compliance with the applicable code requiremelE VAT I ONS of the jurisdiction. The stamping of these plan s' LEVATIONS -ot be held to permit or be an approval )f • .iolatian of applicable codes and standards tOWER 4 UPPER ROOF PLAN relieve the owner, design professional of record GARAGE FLOOR 4 ROOF PLANS contractor of compliance with applicable codes aARAGE ELEVATIONS standards. Plan review of documents doEs n6ITE SECTION authorize construction to proceed in violation of arlv federal, state, nor local regulation. 5ITE SECTION SITE SECTION ARCHITECTURAL DETAILS CALGREEN MANDATORY MEASURES CALGREEN MANDATORY MEASURES ELECTRICAL PLAN PLANTING PLAN HYDRO -ZONE PLAN IRRIGATION PLAN FOUNDATION PLAN 2nd FLOOR 4 LONER ROOF FRAMING PLAN UPPER ROOF FRAMING PLAN GARAGE FOUNDATION 4 ROOF FRAMING PLAN FOUNDATION DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS U N SIMPSON STRONG- WALL SIMPSON STRONG- WALL BUREAU VERITAS NORTH AMER! Heating System Verifications: • Verified heat pump rated heating capacity HVAC Distribution System Verifications: • Duct leakage testing Domestic Hot Water System Verifications: • -- None -- STATEMENT OF SPECIAL INSPECTION: SUS -GRADE PREPARATION 4 EXCAVATION SHEAR WALL NAILING LESS THAN 4" O.C. • ► �R 4 INSTALLATION. _ _______________ ____________ FNN'OTNr-E:7 A 3.19 KW PV SYSTEM WILL SE A DEFERRED SUBMITTAL. 3. GREEN BUILDING ❑ The permit application includes a completed 2019 Burlingame CALGreen Residential checklist. Download at: www.burlinqame.orq/departments/buildinq/forms and documents.php#outer-46. 4. ELECTRIC VEHICLE (EV) CHARGING AND READINESS Complies with the California Green Building Standards Code Section 4.106.4; L°f Complies with EV charging requirements specified below: Single Family, Duplex, or, Townhouses with attached private garages C°I One parking space has a Level 2 EV Ready Circuit ▪ If there is a second parking space, it has a Level 1 Ready Space. I!( Meets required minimum electrical capacity ' Definitions o EV Level 2 Ready Circuit: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 208V/240V, 40 amp circuit with receptacle labeled "EV Vehicle Outlet" or, electrical vehicle supply equipment with a minimum output of 30 amps. o EV Level 1 Ready Space: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 110V, 20 amp circuit with receptacle labeled "EV Vehicle Outlet" or, electrical vehicle supply equipment. 5. VERIFICATION This form has been completed by Jeff Guinta (name) of Innovative Concepts(company), the architect, designer, or qualified green building rater for the above listed project who verifies that it accurately represents the project plans. uutt� 06/18/2021 ne Date Jeff Guinta Name For more information, please visit: https://www.burlingame.orq/departments/building/reach codes.php or contact Green Building Specialist Joe McCluskey: jmccluskey(a�burlingame.orq, 650.558.7273. 2 10-16-2020 FIRE SPRINKLER NOTE: Submit approved fire sprinkler calculations to the Building Dept. confirming existing 3/4" meter will suffice. If 1" is necessary, payment for meter upgrade will be required by the Building Dept. before the Water Dept. installs new meter. EXISTING WATER SERVICE PIING SHALL BE REPLACED WITH I INCH PIPE FROM METER TO BUIL I tiG 3 TITLE 24 SHEET ST1 SHEET ST2 SHEET Cl SHEET C2 SHEET C3 SHEET C4 SHEET C5 SHEET C& SHEET A0 SHEET A0.1 SHEET Al SHEET A2 SHEET A3 SHEET A4 SHEET A5 SHEET A& SHEET Al SHEET AS SHEET A9 SHEET A10 SHEET CG1 SHEET CG2 SHEET El SHEET L-1 SHEET L-2 SHEET L-3 SHEET Si SHEET 52 SHEET 53 SHEET 54 SHEET S5 SHEET 55.1 SHEET S& SHEET S6.1 SHEET S6.2 S SHEET 1,,ISWH1 SHEET WSWH2 1 SHEET T-2 r465 V A 0\e: WINDOW ABBREVIATIONS: 3030 CT SLDR CSMT FIX SL TEMP HC SH DH ARCH EGRESS 3'-0" X 3'-0" CIRCLE TOP HORIZONTAL SLIDER CASEMENT FIXED SIDELIGHT 2020 REACH HALF ��R°LE`ASSCODES APPLY SINGLE HUNG DOUBLE HUNG ARCHED EGRESSASLE WINDOW SEE NOTE BELOW DOOR ABBREVIATIONS: 2/0 - 2'-0" WIDE X &'-8" TALL UNLESS OTHERWISE NOTED 3080 - 3'-0" WIDE X 8'-011 TALL 3010 - 3'-0" WIDE X T-0" TALL 306,8 - 3'-0" WIDE X &'-8" TALL DIM EL (E) F.A. G.C. (N) N.T.S. R.O. e T.O.S. TYP. U.N.O. V.I.F. CENTERLINE DIMENSION ELEVATION EXISTING FINISH FLOOR GENERAL CONTRACTOR NEW NOT TO SCALE ROUGH OPENING PROPERTY LINE TOP OF SLAS TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD Lucca 4,o./, , a 1 Mills -Peninsula Peninsula Humane" 9 `t' Medical Center Society & SPCA'... � BURLINGAME_.= Ccv, VILLAGE �p.,���yy qa BURLINGAME GATE Our Lady of fini Angels Catholic IF Hyatt Regency San Francisco Airport PIRG," C D F ASSESSOR'S PARCEL NUMBER BUILDING OCCUPANCY TYPE OF CONSTRUCTION ZONING STORIES YEAR SUILT/EFF LOT SIZE ALLOWABLE FLOOR AREA: LOT SIZE &000 SF X 32% 1,920 + 1,100 DETACHED GARAGE 400 SF + 3,020 TOTAL DESIGNED FLOOR AREA: HOUSE DETACHED GARAGE ALLOWABLE LOT COVERAGE: LOT SIZE 8000 SF X 40% DESIGNED LOT COVERAGE: PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR CANTILEVER PROPOSED DETACHED GARAGE PROPOSED FRONT PORCH PROPOSED REAR PORCH TOTAL : 021-011-110 : R3/U : V-B : R-1 5-14 :2 : 2021 : &,000 SF ± = 1,920 SF = 3,020 SF : 400 SF = 3,420 SF : 3,420 SF : 2,992 SF : 428 SF = 2,400 SF 1,6,1& SF 5-1 SF 428 SF -is SF 14& SF 2,325 SF • _ ► • Si •► _►� \ED: ARE REQUIRED AS PER BUILDING r�nr_ WALL LEGEND: EL. 162.92' 12 - EXISTING WALL TO REMAIN - EXISTING WALL REMOVED - NEW WALL CONSTRUCTION - SECTION CUT SECTION NAME SECTION PAGE - D IMENST I ONAL REFERENCE /ELEVATION - REVISION - REVISION CLOUD - DETAIL NUMSER PAGE - ROOF PITCH SUBMIT ALL TAGS FOR AU. DEBRIS FOR DEMO AND CONSTRUCTION MUST SHOW RECYCLING/C&D (it vrcVVtI_; ulkiNbmtvIE6IDG DEPARTME,Ns pion .. cheekskin not be construed to be a permit colof of of pny no Dine braiding sfielprOvtsiOns of FINALENDING wECTION DATE '911114{i n FILL 12-z8.2) N NOTES: The proposed residence is to be constructed by a Contractor and the architectural plans are based on site plans, exterior elevations, scaled floor plans and material construction specifications approved by the owner. The architectural plans are not intended to be comprehensive and it shall be the responsibility of' the subcontractors to notify the Contractor of' any necessary clarifications or modifications. All work connected with this project shall be done in a professional manner in accordance with the traditionally and legally defined "best accepted practice" of the trade involved. Additionally, all work shall comply with applicable codes and trade standards which govern each phase of work, including but not limited to the 2019 California Building Code (CSC), 2019 California Mechanical Code (CMC), 2019 California Fire Code (CFC), 2019 California Electrical Code (CEC), American Concrete Institute Code (ACI), 2019 California Plumbing Code (CPC) and all applicable local codes and/or legislation. The Contractor shall be responsible for notifying the Designer of any unusual or unforeseen foundation conditions, discrepancies of omissions within the plans or any deviations or changes from the plans before proceeding with the work involved otherwise they will be considered adequate for proper completion of' the project. The Contractor shall be responsible for verifying field measurements before ordering materials and prefabricated items. Adequate supervision and periodic inspection during the construction phase are recommended. The Contractor shall be responsible to ensure that this inspection and supervision are provided by qualified persons. These plans shall not be considered complete and ready for construction until a building permit has been issued. In all cases written dimensions take precedence over sca led dimensions. Dimensions are to the face of' stud or face of' concrete unless otherwise noted. Larger scale details take precedence over smaller scale details. Lay out all structural work by referring to dimensions and elevation notes on the architectural plans. Do not scale structural drawings work detail dimensions from controlling surface points and actual material dimensions. Slope finish exterior surface away from foundation. N 1,41 NO NOTE: THE FOLLOWING CODES AND REGULATIONS AS AMENDED BY THE STATE OF CALIFORNIA 4 LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. CSC CGBC CEO CPC CMC CEO CRC 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California Building Code Green Bui Id ing Code Electrical Code Plumbing Code Mechanical Code Energy Code Residential Code Energy Conservation Code FINAl Fn Revisions By 09/24/2021 GF 11/08/2021 GF PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 V JV T 1- i ri g c7 C 2 t rY9- G a a r- e i OWNER: NIT IN NANDA 408-406 -3964 4381 SAMSON NAB' SAN JOSE, CA 95124 Date 08/15/202I Scale NOTED Drown GF Job Sheet 0 Of Sheets CITY OF BURLINGAME City Hall — 501 Primrose Road Burlingame, California 94010-3997 August 20, 2021 Jeff Guinta Innovative Concepts 3550 Stevens Creek Blvd., Suite 225 San Jose, CA 95117 Re: 1304 Mills Avenue Dear Mr. Guinta, BURLINGAME Net .IYGIX COMMUNITY DEVELOPMENT DEPARTMENT Planning Division PH: (650) 558-7250 FAX: (650) 696-3790 Since there was no appeal to or suspension by the City Council, the August 9, 2021, Planning Commission approval of your application for Design Review became effective August 19, 2021. This application was for Design Review for a new, two-story single family dwelling with detached garage at 1304 Mills Avenue, zoned R-1. The August 9, 2021, minutes of the Planning Commission state your application was approved with the following conditions: 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped July 27, 2021, sheets AO through A9, and L-1; 2. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 3. that any changes to the size or envelope of the 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; :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org August 20, 2021 1304 Mills Avenue Page 2 7. 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; 11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; 12. 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; 13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. 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. All site improvements and construction work will require separate application to the Building Department. This approval is valid for one year during which time a building permit must be issued. An extension of up to one year may be considered by the Planning Commission if application is made before the end of the first year. The decision of the Council is a final administrative decision pursuant to Code of Civil Procedure Section 1094.6. If you wish to challenge the decision in a court of competent jurisdiction, you must do so within 90 days of the date of the decision unless a shorter time is required pursuant to state or federal law. :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org August 20, 2021 1304 Mills Avenue Page 3 Sincerely, Kevin Gardiner Community Development Director c. Nitin Handa, property owner Chief Deputy Valuation, Assessor's Office (LOT 12 BLOCK 1 BURLINGAME GROVE RSM B/30; APN: 026-071-110) File f.?LvItWtILk ,JRLIN( MME t3LDG DEPARTMEN Ns plan check shall not be construed to be a permit 'oror and approvoi of any 'lolatlon of the provisions of 7f DurlingameDulldlflg Codes VPROVAL PENDING ANAL FIE'MAD RN' DATE :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net Utir l i ro '04 Mills Avenue Date OS/15/2m21 Scale NOTED Drawn cF Job Sheet 0 ■ Of Sheets co '0 3 (Jo ?UU CQ OUO LAJW (j)tia �W oo?_ oe� jCtZ moo ZZ Zo (4U LLJ OHO UO�J =�Q 0O 0 J o14-1 m �' ♦`gym= oo�� ti Oj1- P I- 00Ct0 v� W mWW Oklu -JLj(D Oj�� cil-o (1)Qo Q�tim - 64. Ctzo kJ C=1 �Z2U (f) (1)WW c. �OTh 00�Q. Q 0�0 GRADING (Sc DRAINAGE NOTES: NOTE: THIS DRAWING IS APPROVED SUBJECT TO: 1. ALL GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTED OR REPRESENTATIVE SHALL NOTIFY THE CITY OF BURLINGAME DEPARTMENT OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF ANY GRADING. 2. APPROVAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EARTH MATERIALS, (B) THE INSTALLATION OF ON -SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND TREATMENT FACILITIES THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF RETAINING STRUCTURES. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF ANY IMPROVEMENTS WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE EXCEPTION OF THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND ALL OTHER REQUIRED PERMITS SHALL BE OBTAINED. UNLESS OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT CONSTITUTE APPROVAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL REVIEW, BY THE DEPARTMENT OF PUBLIC WORKS IS COMPLETED AND APPROVED. 4. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. 5. THE PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS -OF -WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 7. IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT -RELATED CONSTRUCTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION 7050.5 OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE STATE OF CALIFORNIA, NOTIFY THE MARIN COUNTY CORONER IMMEDIATELY. 8. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS OF TREE PRESERVATION SHOULD BE OBTAINED FROM THE CITY'S PLANNING DEPARTMENT AND THE CITY ARBORIST. 9. FOR NON-RESIDENTIAL PROJECTS, ANY NON -HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION OR LAND CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION 5.408. 10. ALL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND/OR THE PROJECT SOIL ENGINEER. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. REPORT DATE: REPORT NUMBER: SOILS ENGINEERING COMPANY; CONTACT INFORMATION: 11. THE SOIL ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR UNAPPROVED GRADING WORK SHALL BE REMOVED AND REPLACED UNDER OBSERVATION. 12. PERIMETER BUILDING GRADES SHALL SLOPE AWAY FROM BUILDINGS AT LEAST 5% MINIMUM 13. ALL DOWNSPOUTS SHALL HAVE SPLASH BOXES AS SHOWN ON THE GRADING AND DRAINAGE PLAN. DIRECTION OF THE FLOW SHALL BE AWAY FROM THE BUILDING. BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 12.64' (NAVD88 DATUM) EARTH WORK QUANTITIES CUT: 54 CY FILL: 9 CY EXPORT: 45 CY IMPORT: 0 CY NOTE: EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDEPENDENTLY ESTIMATE QUANTITIES FOR HIS/HER OWN USE. THE PAD OF THE HOUSE IS NOT INCLUDED ABBREVATIONS AC = ASPHALT CONCRETE AD = AREA DRAIN AG = ADJACENT GRADE AT FOUNDATION BC = BEGIN CURVE BS = BOTTOM OF STAIR BU = BUBBLE UP BVC = BEGIN VERTICAL CURVE BRW = BOTTOM OF RETAINED GRADE AT WALL CB = CATCH BASIN CL = CENTERLINE CO = CLEANOUT DS = DOWNSPOUT WITH SPLASH BOX EC = END CURVE ELEV. = ELEVATION EVC = END VERTICAL CURVE EX. = EXISTING F/C = FACE OF CURB FF = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT FL = FLOW LINE GB = GRADE BREAK GFF = GARAGE FINISH FLOOR HP = HIGH POINT HC = HANDICAP UNIT INV = INVERT LP = LOW POINT PAD = PAD ELEVATION PCC = PORTLAND CEMENT CONCRETE PL = PROPERTY LINE PV = PAVEMENT GRADE PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTION RCP = REINFORCED CONCRETE PIPE ROW = RIGHT OF WAY 5=.004> SLOPE SD = STORM DRAIN SDMH = STORM DRAIN MANHOLE SG = SUBGRADE ELEVATION SS = SANITARY SEWER SSMH = SANITARY SEWER MANHOLE STA = STATION TC = TOP OF CURB TF = TOP OF FENCE TRW = TOP OF RETAINED GRADE AT WALL TS = TOP OF STAIR TW = TOP OF WALL VCP = VITRIFIED CLAY PIPE WM = WATER METER WV = WATER VALVE GRADING AND DRAINAGE PLAN 1304 MILLS AVE, BURLINGAME, CA 94010 APN: 026-071-110 PUBLIC WORKS NOTES: 1. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, UTILITY EASEMENTS, OR USE OF THE RIGHT-OF-WAY SUCH AS PLACEMENT OF DEBRIS BOX OR CONSTRUCTION PARKING IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. FOR REQUIREMENTS RELATED TO ISSUANCE OF AN ENCROACHMENT PERMIT, VISIT: HTTPS://WWW.BURLINGAME.ORG/DEPARTMENTS/PUBLIC WORKS/ENCROACHMENT PERMIT.PHP WORK WITHOUT THE BENEFIT OF AN ENCROACHMENT PERMIT WILL BE CHARGED DOUBLE THE PERMIT FEE. 2. ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH CITY STANDARDS AND DETAILS. STANDARD DETAILS ARE AVAILABLE AT: HTTPS://WWW.BURLINGAME.ORG/DEPARTMENTS/PUBLIC WORKS/CITY STANDARD DETAILS. PHP. 3. THIS PROJECT SHALL (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED FOR ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. 4. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CALIFORNIA STORMWATER QUALITY ASSOCIATION'S STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, AND THE CITY OF BURLINGAME STORMWATER MANAGEMENT AND DISCHARGE CONTROL ORDINANCE (MUNICIPAL CODE CHAPTER 15.14). A COPY OF THE STORMWATER CONSTRUCTION BEST MANAGEMENT PRACTICES CAN BE FOUND AT HTTP://WWW.FLOWSTOBAY.ORG/BROCHURES. UPON COMPLETION OF THE WORK, ALL STORMWATER PROTECTION MEASURES SHALL BE ENTIRELY REMOVED AND THE RIGHT -OF- WAY SHALL BE LEFT IN AS PRESENTABLE A CONDITION AS EXISTED BEFORE WORK STARTED. 5. ALL DAMAGED AND DISPLACED CURB, GUTTER AND/OR SIDEWALK FRONTING SITE MUST BE REPLACED PRIOR TO FINAL OF BUILDING PERMIT. 6. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND S:00 P.M. THIS INCLUDES CONSTRUCTION HAULING. 7. PER MUNICIPAL CODE SECTION 18.08.090, NO STORM WATER OR UNDERGROUND WATER DRAINING FROM ANY LOT, BUILDING, OR PAVED AREA SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THIS WATER BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. REGARDLESS OF THE SLOPE OF THE SOURCE PROPERTY, SUCH WATER SHALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING. 8. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY'S WATER DEPARTMENT FOR CONNECTION FEES. DOMESTIC WATER SERVICES 2" AND OVER SHALL BE INSTALLED BY BUILDER. 9. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY. 10. ALL DEBRIS/GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT- OF -WAY OR THE STORM DRAIN SYSTEM. 11. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK. J 1 W 0 Z 0 a_ 0 10 4-( 30 50 0 20 40 GRAPHIC SCALE 1" = 30' P 100 MILL AVE PALOMA AVE 1 1304 Mills Aye, Burlingame, CA 94010 LOCATION MAP LEGEND DESCRIPTION BOUNDARY LINE LOT LINE EASEMENT LINE SIDEWALK WOOD FENCE CHAIN LINK FENCE RETAINING WALL DRIVEWAY DRAIN INLET AREA DRAIN DROP INLET MONUMENT F7RE HYDRANT ELECTROLIER WATER METER AC UNIT SANITARY SEWER LATERAL STORM DRAIN SANITARY SEWER STREET LIGHT CONDUITS WATER JOINT TRENCH HOUSE SERVICE SLOPE ARROW EXISTING CONTOUR PROPOSED CONTOUR OVERLAND RELEASE DIRECTION OF SURFACE DRA/NL4GE 5X SLOPE AWAY FROM BUILDING GAS LINE OVERHEAD ELECTRICAL LINE UNDERGROUND ELECTRICAL LINE DOWNSPOUTS W/SPLASH BOX TREE TO BE REMOVED ADJECENT GRADE SYMBOL - X 1 1 I 1 1 1 X - fp- — u SD SS SL W JT SVC ------< - — - 100 - — - GAS — OE — UE m AG SHEET INDEX COVER SHEET BOUNDARY AND TOPOGRAPHIC SURVEY GRADING AND DRAINAGE PLAN CONSTRUCTION DETAILS EROSION AND SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES (BMP SHEET) CITY STANDARD DETAILS ENCROACHMENT PERMIT NOTES CO B1-B2 C2 C3 C4 C5 REVIEWEL 3URUNCAMEBtBt; DEPARTMEN fits plan check shall not be construed to be a permit For or and approval of any violation of the provisions of of DurIingamegulkiangcod� iPPROVALPENDING RNAI MELD INSPECTION ?EVIE►WFD BY -_---DATE RFVI SInNS C C C et1A-irok../ PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-2. CONSULTING CIVIL LC o a rr a zLI wC m C N2 a v GRADING & DRAINAGE PLAN COVER SHEET w Q J Jco CALIFORNIA BURLINGAME, SHEET CO OF 9 SHEETS w C LLJ w N53°15'00'W 147.00' LEGEND N53°15'00'W 120.00' LOT 22 R1 LOT 21 N36°45'00"E 45.00 - I to Io I N36°45'00"E 49.17' N `V R1 LOT 20 R1 FOUND CITY MONUMENT LOT 19 v R1 ILLS AVE N36°34'59"E 236.70' N38°39'28"E 245.19 R1 (BASIS OF BEARINGS) LOT 18 R1 N N36°45'00"E 375.00' LOT 17 R1 N36°45'00"E 236.70' - --200--- - --200--- x () x AOA O.H. PWR O.H. TEL SS 0 0 EXISTING CONTOUR LINE NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED RECORD INFORMATION CENTERLINE CURB INLET CURB LINE DRIVEWAY APRON ELECTROLIER x FENCE FIRE HYDRANT FLAT GRATE INLET OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SIGN STORM DRAIN LINE STORM DRAIN MANHOLE UTILITY BOX UTILITY POLE WATER LINE WATER METER WATER VALVE ELECTRIC METER WATER HEATER GAS C C ED C.� C LOT 16 N53° 15'00'W 200.00' R1 FOUND CITY MONUMENT LOT 15 R1 LOT 14 R1 N36°45'00"E 50.00' 5'00'W 1 20.00' LOT 13 z R1 BENCHMARK: ELEV. 1 2.64' MAG NAIL LOT 12 R1 0 0 z A°N NO.: 026-071-110 LOT GROSS AREA: 6,000± SF v ILLS AVE JJ N36°45'00"E 50.00', SJ JJ LOT 11 R1 LOT 10 R1 N53° 15'00'W 120.00' N36°45'00"E 50.00' ,- 1 1.42' 36°45'00"E 290.00' FOUND MAG AND TAG RCE 20858 FOUND MAG AND TAG RCE 20858 LOT 9 R1 JJ 1 1.42' 10 30 47( 50 0 20 40 GRAPHIC SCALE 1" = 30' 100 BASIS OF BEARINGS THE BEARING NORTH 00°15'00" EAST OF THE CENTER LINE OF MILLS AVE AS SHOWN ON THAT RECORD OF SURVEY MAP FILED FOR RECORD IN BOOK 37 OF MAPS PAGES 32, SAN MATEO COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. REFERENCES: R1 BURLINGAME GROVE 46-M-4 R2 RECORD OF SURVEY 37-M-32 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 12.64' (NAVD88 DATUM) ABREVIATIONS APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK CAN CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRIVEWAY DS DOWNSPOUT FF FINISH FLOOR FL FLOW LINE ELEVATION GFF GARAGE FINISH FLOOR IP IRON PIPE L CURVE LENGTH R# REFERENCE DOCUMENT M-M MONUMENT TO MONUMENT O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE PCL PARCEL P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY PUE PUBLIC UTILITY EASEMENT WLE WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. rltVItWtLJ ;URLINGAME Bthis planBLLDD GshaIl DEPARTMEN-� not be construed to be a permit Foror and apProrol of any +iolation of theproNsbns of�f SL1.PPROVALPENDING NA REID INSPECTION 'EV FWFn qv DATE 0 0( 4.1 C PORFIRIO OSCAR OSUNA No. 8921 Exp. 9-30-22 PORFIRIO OSCAR OSUNA PLS 8921 EXP. 9-30-22 CONSULTING CIVIL ENGINEERS & LAND SURVEYORS re) M N O U 0_ Q Q a CALIFORNIA 1304 MILLS AVE APN:026-071-110 0 0 U E 0 SHEET 9 OF 8 SHEETS ---200-- () LEGEND x EXISTING CONTOUR LINE NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED RECORD INFORMATION CENTERLINE CURB INLET CURB LINE DRIVEWAY APRON ELECTROLI ER x x — FENCE FIRE HYDRANT FLAT GRATE INLET O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE ss SANITARY SEWER LINE O SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT SIGN SD STORM DRAIN LINE O STORM DRAIN MANHOLE UTILITY BOX - o- UTILITY POLE w WATER LINE W WATER METER WATER VALVE EM ELECTRIC METER wH WATER HEATER n GAS LOT 13 R1 EX GROUND EL. 15.40 EX GROUND EL. 14.55 GFF 15.98 EX. GARAGE X X GFF 15.52 8' SS SS SS SS SS SS SS SS BENCHMARK: ELEV. 12.64' MAG NAIL If TREE TREE 15.5 N36°4 14" TREE 6" TREE 'E 50.00' + <o 5" TREE 5" TREE z /////// / ,f,////// / 7//I / / j / LOT 12 / / R1 j APN NO.: 026-071-110/ / LOT GROSS AREA: 6,000± SF / / EX. HOUSE b / ////// FF 18.22 EX. ORCH ss ss _ss >, x 7.0'---- EX. CLEANOUT EX. CLEANOUTr 0.00' TREE N EX GROUND EL. 15.60 ELECTRIC METER GAS METER - EX GROUND EL. 14.35 0 0 LOT 11 R1 N5315'00'W 120.00' 8TREE SS SS SS SS SS Ss EX. WATER METER 11.42' N36°45'00"E 290.00' SS SS SS SS SS SS SS V LLS AVE +�y SS SS S SS SS - SS EX. WATER VALVE SS SS V SJ 10 4-( 30 50 0 20 GRAPHIC SCALE 1" = 10' 40 BASIS OF BEARINGS THE BEARING NORTH 00°15'00" EAST OF THE CENTER LINE OF MILLS AVE AS SHOWN ON THAT RECORD OF SURVEY MAP FILED FOR RECORD IN BOOK 37 OF MAPS PAGES 32, SAN MATEO COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. REFERENCES: R1 BURLINGAME GROVE 46-M-4 R2 RECORD OF SURVEY 37-M-32 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 000.00' (NAVD88 DATUM) ABREVIATIONS APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK CATV CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRIVEWAY DS DOWNSPOUT FF FINISH FLOOR FL FLOW LINE ELEVATION GFF GARAGE FINISH FLOOR IP IRON PIPE L CURVE LENGTH R# REFERENCE DOCUMENT M-M MONUMENT TO MONUMENT O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE PCL PARCEL P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY PUE PUBLIC UTILITY EASEMENT WLE WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. illtvltVV�L� JURLINGAME 3LDG DEPARTMEN' This plan check shall not be construed to be a permit =oro, and approval of any isolation of the prOvlslons of ,f Durtingame Building Codes PPROVALPENDING FINAL MELD INSPECTION iFyl Arcr•, qv • _. __DATE C C C o PA. LAN PORFIRIO OSCAR OSUNA No. 8921 Exp. 9-30-22 PORFIRIO OSCAR OSUNA PLS 8921 EXP. 9-30-22 1304 MILLS AVE APN:026-071-110 CALIFORNIA co 0 0 ct SHEET BT 2 OF 9 SHEETS 0 • 0 Z a UFO ZUU ti�Q OCO.�O � �Q oQ� ti , Ct ZZW 0U2 2p 1YU 4.1 �JO o ce =ze °o 0 20J� 14-1Ww J U om `U OOZ- U_O 0 Li Oj� j • z 1-L-ZOLL Koko >-WW W2 Qz zi CO j Ojz ono? O J-O� ._ 0 0 Ct E:c=O ti2ZU Ct U c� • W �oo(r) 4444III1 J UCVIO A BBREVATIONS AC = ASPHALT CONCRETE AD = AREA DRAIN AG = ADJACENT GRADE AT FOUNDATION BC = BEGIN CURVE BS = BOTTOM OF STAIR BU = BUBBLE UP BVC = BEGIN VERTICAL CURVE BRW = BOTTOM OF RETAINED GRADE AT WALL CB = CATCH BASIN CL = CENTERLINE CO = CLEANOUT DS = DOWNSPOUT WITH SPLASH BOX EC = END CURVE ELEV. = ELEVATION EVC = END VERTICAL CURVE EX. = EXISTING F/C = FACE OF CURB FF = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT FL = FLOW LINE GB = GRADE BREAK GFF = GARAGE FINISH FLOOR HP = HIGH POINT HC = HANDICAP UNIT INV = INVERT LP = LOW POINT PAD = PAD ELEVATION PCC = PORTLAND CEMENT CONCRETE PL = PROPERTY LINE PV = PAVEMENT GRADE PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTION RCP = REINFORCED CONCRETE PIPE ROW = RIGHT OF WAY S=.004> SLOPE SD = STORM DRAIN SDMH = STORM DRAIN MANHOLE SG = SUBGRADE ELEVATION SS = SANITARY SEWER SSMH = SANITARY SEWER MANHOLE STA = STATION TC = TOP OF CURB TF = TOP OF FENCE TRW = TOP OF RETAINED GRADE AT WALL TS = TOP OF STAIR TW = TOP OF WALL VCP = VITRIFIED CLAY PIPE WM = WATER METER WV = WATER VALVE ss ss ss RECONSTRUCT ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING THE SITE (E) 15.93 50 L.F. WOOD FENCE WITH PRESSURE TREATED KICKER BOARD - 1' RET. MAX 14" TREE 6" TREE E) 15.93 N36°4 0 E 5u.uu 10 30 50 0 120 L.F. WOOD FENCE WITH PRESSURE TREATED KICKER BOARD (N) 15.98 (E) 15.90 ROOF OVERHANG. B C2 AD RIM 15.59 INV 13.59 27.77'-SD 6" PVC @1% 0.57' GIs • ,>:)-1 (N) 15.98t (E) 15.72� C2 AD RIM 15.59 INV 13.31 12.26'-SD 6" PVC ©1% AD RIM 15.48 INV 13.19 12.26'-SD 6" PVC ®1% AD RIM 15.32 INV 13.07 12.26'-SD 6" PVC ©1% AD RIM 15.17 INV 12.95 9.33'-SD 6" PVC ©1% 7s. n 67Ji 7s 7 8J 7 PROPOSED STORM WATER INFILTRATION/DETENTION UNDERGROUND SINGLE 36" SLOTTED PVC OR HDPE PIPE, HOLES FACING DOWN, LAID FLAT. FOR STORING EXCESS RUNOFF BY POST -DEVELOPMENT. SEE DETAIL E ON SHEET C2 AN ENCROACHMENT PERMIT FROM THE ENGINEERING DEPARTMENT IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT -OF WAY. SEE SHEET C6 FOR NOTES Ss ss ss FO' (N) GFF 15.98 (N) 15.98 E) 16.22 (N) 1;5.8 -1.0% n n 15.98 ( ) 15.36 GRADE BREAK LINES (TYP.) AD RIM 15.38 INV 13.50 AD RIM 15.77 INV 13.77 0 0 \ o 0.5% 5 TREE o R THIS PROJECT CREATES AND/OR REPLACES 2,500 SF OR MORE OF IMPERVIOUS AREA, THEREFORE, IT SHALL COMPLY TO THE FOLLOWING SITE DESIGN MEASURE(S): 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 1.a. INSTALL SPLASHBOXES AT ALL DOWNSPOUTS LOCATIONS. REFER TO ARCHITECTURAL PLANS FOR ACCURATE DOWNSPOUT LOCATIONS (TYP.). (N) FF 16.70 " TREE II )D� 0 (N) `. 7 9.01' (E) 12.90 THIS PROJECT IS REQUIRED TO BE ALL ELECTRIFICATION IN ACCORDANCE WITH THE CITY OF BURLINGAME REACH CODE ORDINANCE #1979 WHICH WENT IN TO EFFECT ON OCTOBER 16, 2020. TC 12.45 FL 12.00 (N) DRIVEWAY APPROACH PER CITY STANDARDS. SEE DETAIL SW-1 (PAGES 1 TO 3). SHEET C5 55 N36°45'00"E 290.00' 55 S r- 1 7-71 JI 7" TREE V V BOLT (N) 4" SAN. - - PVC ©2% MIN. AFTER C.O. at (E) 15.78 6.11'-SD 6" PVC ©1% N`D'S`L ,�N3• (N) 15.87 I1 (E) 15.24 Io rn 41. / 13.0 10.0' w o-7 w �I D DOWN GRATE RIM 14.26 - INV 10.26 0 0 N36°45'0O"= 50.00' EM F1 I. �N5 (6N iN �NN• 69 I I AD RIM 15.29 INV 13.29 25.39'-SD 6" PVC ©1% 20 GRAPHIC SCALE 1" = 10' SYMBOL INDICATES SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAY BE USED (TYP). AD RIM 15.08 INV 13.04 12.22'-SD 6" PVC ©1% AD RIM 14.96 INV 95.64 12.23'-SD 6" PVC ©1% (N) 14.80 (E) 14.72 AD RIM 14.81 INV 12.92 12.22'-SD 6" PVC ©1% (N) ELECTRICAL METER AD RIM 14.69 INV 12.80 4.87'-SD 6" PVC ©1% 7.08'-SD 6" PVC ©1% PROPSED FIRE SYSTEM LINE (DESIGNED BY OTHERS) (N) 1" DOMESTIC LINE WATER (N) WATER BACKFLOW SEE DETAIL W-1780 SHEET C5 (E) 13.10 ss " SAN ss - 9.40 12.62 (N SIDEWALK 248 F`' -n 3% (N) CLEANOUT PER CITY STDS. MCQiQSI'„ NEAWfrARY EX. MAN HOLE LATERAL @ 2% MIN SLOPE, PER CITY STANDARDS. -0.3% TC 12.38 FL 11.91 EX. CLEANOUT TO REMAIN EX. CLEANOUT TO REMAIN EX. 8" SANS' REE 5s ABANDON EX 4" SANITARY LATERAL. - CONTRACTOR TO FIELD VERIFY LOCATION. 40 N53` 15'00'W 120.00' ss ss EX. WATER METER TO BE PLUG AND ABANDONED (N)T" WATER METER ?At7 SEE DETAIL W-1780 SHEET C5 TC 12.32 FL 11.84 SS-- ss 11.42' SS EX. MAN IEW D'� u UJ A TMEN net be - onstrued to be a Permit *OW _Ind approval of any isolation of the provisions of )f Durlingame Building Codes PPROVAL PENDING FINAL WELD INSPECTION RV - - DATE z 0 W C C C t/.Q..., e..' PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 421 LLJ DEct MIL" Owl zs Wa 0 r) 1 N N N 03 0 J w I - N 0 0 • c a) izo c a) 0 c rn 0 0 rn 0) 0 w rn 0 Z rn z a_ w 0 coo z_ NQ I..L 0 0 z 0 L.L 0 LLI J F- F- CALIFORNIA BURLINGAME, Checked: 0.0 0 SHEET Cl OF 9 SHEETS z o O n, Zvi CC 000 )• kO x oe3 tioo =w Zo I2 UALAJ 0o 0 � 0 CO 0Up�O co Et 2 I �o°oo m�WW WezZ Ct �ZZO � L 1— Uj aen- o oticrv, m ZQQz ti�2U Lu L4?U CD CtIR ti U��o 5 3/4" A:,*� USE 6' ATRIUM GRATE NDS NOTE: ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE ADJACENT GRADE AND FF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE ENGINEER BEFORE MAKING ANY CHANGES. FINISH FLOOR (FF) SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM — BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAY BE USED. NOTE: ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE ENGINEER BEFORE MAKING ANY CHANGES. REVISIONS \ /I � 18" �< U� LESOTHERWISE. —� I— s 3/a" } C>C I 18" MIN 8" MIN 5%> FINISH FLOOR (FF) PRACTICAL LONGITUDINAL SWALES MAY BE USED. „� 6" P.V.C. DRAIN PIPE W o 3 5/16 LENGTH AS REQUIRED VARIES CRAWL SPACE \ \ / //�//�// \/�\��' 4 a �—Q 4 5%> WYE FITTING SEE 6" OR 8" SOLID P.V.C. SEE 45. ELL 6" P.V.C. DRAIN PIPE \'''.* ° a \ \/\/\/\ /, / A /,//`/,/\,\\.�� /\/\\�‘ ///\\/\\%��\��\ �\ / /� PLAN. CONNECT TO STORM LENGTH AS REQUIRED CO DRAIN ADJACENT GRADE FLOW CAP LANDSCAPE DRAIN DETAIL ADJACENT GRADE N.T.S. < < < < < N.T.S. *Exp. QOESSIokt \��ScOCg4) o G ` �` No. 70829 6-30-23 lFOF CPS-\' Z i - A NOT USED H I I REI DRI I N DETI I L C 7-YPI CI L FO UNDI TION FF GROUND SECTION D T YPI CI L FO UNDI TION GFF GROUND SECTION SLOPE FOR AREAS, BUILDING AREAS, NOT SWALES 5% AWAY FROM BUILDING GROUND/LANDSCAPE OR 2% AWAY FROM FOR HARDSCAPE FOR TEN FEET UNLESS PRACTICAL LONGITUDINAL MAY BE USED. USE GRASSY SWALE MATERIALS TO MINIMIZE SEDIMENTS OR OTHER .- 42e.evt, Lo.,,, PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 • O 1 % M I N . > 24" WELDED HDPE WITH GRATE BOLTED (TYP.) <1 % MIN. RISER DOWN / VARIES 2% MIN.> / 1.5' 1.5' i \1 <VARIES 2% MIN. \i \I '\\/// 2 / /\ -- I\ // // /�/> Z O ®OSUNA ENGINEERING INC Planning ! SurveyiEEng ICivil Engineering. CONSULTING CIVIL ENGINEERS & LAND SURVEYORS 117 BERNAL RD. STE. 70-336 TEL. (408) 772-4381 SAN JOSE, CA 95119 Infol osunaengineering.com \ <\,\/\\/\\<\\ / \ PERMEABLE FILTER FABRIC £ NOT USED C EARTHEN SWALE DET//L )C J O�,0 )o oo • o �� off. ROOF DOWNSPOUTS. - S .0 MIL. VISQUEEN @ BOTH SIDES OF TRENCH 11 0 0 .�ii=�. ' o �� fl' .S si �� -.� o p fib 0 0 o v `•� • =� o ca o "1, • Yi ircibir� �" ��.�." 0 0 iw tp15 i "I '� � i i ``:. \ I 36" DIAMETER - 8 LINEAL FEET LONG STORAGE HDPE PIPE. DRAIN ROCK ;_; 'w -0, 7D705 \� SEE ARCHITECTURAL PLANS FOR NIITERHOUSE LOCATIONS PRECAST EQUAL)SPLASH BLOCK. SLOPE AWAY FROM BUILDING 2% MIN. ON IMPERVIOUS SURFACES. SLOPE AWAY 5% MIN. ON PERVIOUS SURFACES. GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS 1304 MILLS AVE BURLINGAME, CALIFORNIA Date: 10/14/21 woai. iw- 1-;411o.-o a` �� ,t),--- <,_ 1 HOLES @ EVERY 24 O.C. SUBGRADE PERMEABLE FILTER FABRIC OR SAND TO BE PLACED AT BOTTOM OF AGGREGATE Checked: 0.0 I11" mod" SP.ASH I___ �- II_II�II_Il..f I.I II EMBED SPLASH BOX IN 4" CONCRETE OR MORTAR '�I�V'ItVVtL BLOCK/DOWNSPOUT DETAIL ,JRLINGAMEGLDCDEPARTME_ Designed: J.0 N.T.S. Project No.: 2093 N.T.S. 'his plan Cheek shall not be .:onsfrued to be a permit -or,of and approval of any notation of the PNVIsIOns of )f Durlingame Boding codes APPROVAL PENDING ANAL FIELD INSPECTION IE�FD9Y _____ __DATE_ _ N.T.S. SHEET C2 OF 9 SHEETS F STOR// WITER INFILTRATION/DETENTION TRENCH DETAIL / / NOT USED / SPLASH BLOCK/DOWNSPOUT DET/ IL CD O zk 0 VU R�Q 0 CC �Wc( z• �W 0 0 U vi Z �jo 0 z2 o?o 0• ? jQW O 0 =zQ 0o CD k oz? c� om co oo• Jz ZZ• j Oj� 0ZO� Koko w mQLJLJ N•JQ�J WQ=2 (f)WJ Lif Cl. WWti Oj • Li cc 14..CT1+4 oe Q�1—m CD LLIQZCD Lij J 1 O J (...D QJCS—) W� tiLLJ W J V(r)(f)o 10 INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET 30 50 0 20 40 GRAPHIC SCALE 1" = 20' INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET CONSTRUCTION ENTRANCE, SEE DETAILS ON THIS SHEET. AS AN ALTERNATE CAN LEAVE EXISTING PAVEMENT INSTEAD. NO DIRT TRACKING TO THE STREETS ALLOWED APPROXIMATE STOCKPILE AREA. CONTRACTOR TO COVER WITH EROSION CONTROL BLANKETS OR PLASTIC TARP. TERIAL STORAGE BIN EQUIPMENT LAYDOWN AREA PORTABLE TOILET CONSTRUCTION PARKING NOTES: 1. PROTECT ALL INLETS IN THE PUBLIC STREETS SURROUNDING THE SITE. 2. ALL ON -SITE LANDSCAPE AREA DRAINS TO BE CAPPED OR PROTECTED UNTIL LANDSCAPING IS FINISHED. 50' MIN ALL FIBER ROLLS SHALL NOT ENCROACH OVER PROPERTY LINE INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET " THICK AGGREGATE SLOPE AWAY II T I I I I I I I C I 500X MIRAFI (OR EQUAL) ON EXISTING GROUND PUBLIC RIGHT-OF-WAY I I -III -1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50' MIN O O O O O O_ O_ O 0 0 _ O O O_O_O_O_O *STONES TO BE 3"-4" AGGREGATE PUBLIC RIGHT-OF-WAY MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. THIS SHALL BE DONE AT AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N. T.S. REBAR LEGEND PROPOSED DESCRIPTION 0 0000C 000000000C MAINTENANCE NOTES SITE BOUNDARY STABILIZED CONSTRUCTION ENTRANCE 2"-3" ROCK (MIN) FIBER ROLL INLET PROTECTION MAINTENANCE IS TO BE PERFORMED AS FOLLOWS: 1. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY. 2. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED. 3. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED. 4. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO A DEPTH OF 1 FOOT. 5. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. RILLS AND GULLIES MUST BE REPAIRED. INSTALL 5 STAKES TYP. FILTER FABRIC EXCAVATE 4" DEEP CUP FOR CIRCULAR WATTLE TO SIT IN INLET 10" STRAW WATTLE PLAN VIEW 10" STRAW WATTLE N FILTER FABRIC DRIVE STAKE 18" BELOW GROUND NOTE: LANDSCAPE INLETS THAT ARE NOT PROTECTED MUST BE CAPPED ECTION TO PREVENT ANY UNTREATED FLOW ENTERING THE INLET ALTERNATE FIBER ROLL INLET PROTECTION MAY BE USED IN LANDSCAPE AREA DRAINS N.T.S. REBAR 4 SILT SACK a REBAR TO EXTEND BEYOND INLET THROAT SILT SACK POCKET - a 40 P. 4° I p 4, a 4 a CALIFORNIA MODIFIED SILT SACK REED & GRAHAM, INC. (OR EQUAL) BEFORE & AFTER STREETS ARE PAVED N.T.S. EROSION 8c SEDIMENT CONTROL NOTES 1. NOT USED 2. THE DEVELOPER IS RESPONSIBLE FOR ENSURING THAT ALL CONTRACTORS AND SUBCONTRACTORS ARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION BEST MANAGEMENT PRACTICES WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND/OR STOP ORDERS. 3. ANY VEHICLE OR EQUIPMENT WASHING/STEAM CLEANING MUST BE DONE AT AN APPROPRIATELY EQUIPPED FACILITY WHICH DRAINS TO THE SANITARY SEWER. OUTDOOR WASHING MUST BE MANAGED IN SUCH A WAY THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, CLEANING AGENTS OR OTHER POLLUTANTS TO THE STORM DRAINS. WASH WATER SHALL DISCHARGE TO THE SANITARY SEWER, SUBJECT TO REVIEW AND APPROVAL OF UNION SANITARY DISTRICT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER CONTROL AND SWEEPING OF ALL PAVED SURFACES DURING CONSTRUCTION. 5. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 15. EROSION CONTROL MEASURES ARE TO BE FUNCTIONAL PRIOR TO OCTOBER 1ST OF ANY YEAR GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. 6. ALL ON -SITE STORM DRAINS SHALL BE CLEANED IMMEDIATELY BEFORE THE START OF THE RAINY SEASON BEGINNING ON OCTOBER 1ST EACH YEAR, SUBJECT TO THE REVIEW OF THE BUILDING/ENGINEERING INSPECTOR. 7. IF RAINY WEATHER BECOMES IMMINENT, GRADING OPERATIONS SHALL BE STOPPED AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PROTECT DISTURBED AREAS. 8. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 9. CONSTRUCTION ENTRANCES SHALL CONSIST OF A MINIMUM 8" THICK LAYER OF 3"-4" FRACTURED STONE AGGREGATE UNLAID WITH GEOTEXTILE LINER FOR A MINIMUM DISTANCE OF 50 FEET, AND IS TO BE PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. THE DEPTH AND LENGTH OF AGGREGATE MAY NEED TO BE ADJUSTED IN THE FIELD TO ENSURE NO TRACKING OF SEDIMENT ONTO EXISTING PAVED STREETS. CONSTRUCTION ENTRANCES SHALL SLOPE AWAY FROM EXISTING PAVED STREETS. 10. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL MEASURES ARE TO BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTORL MEASURES TO THE SATISFACTION OF THE CITY ENGINEER. 12. NO STRAW BALES OR SILT FENCES SHALL BE USED AS EROSION CONTROL MEASURES. SILT FENCES MAY ONLY BE USED AS A PHYSICAL BARRIER TO PREVENT VEHICULAR AND PEDESTRIAN TRAFFIC FROM USING NON -APPROVED ACCESS POINTS (E.G. - ALONG RIGHT-OF-WAY). 13. ALL DISTURBED AREAS INCLUDING FLAT PADS ARE TO BE TREATED WITH STRAW AND TACKIFIER AT A RATE OF 2 TONS PER ACRE APPROXIMATELY 3 INCHES THICK. SUPPLEMENTAL EROSION 8c SEDIMENT CONTROL NOTES 1. SEE STANDARD EROSION & SEDIMENT CONTROL NOTES ABOVE. 2. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO OCTOBER 1 OF ANY YEAR. GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. 3. CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC ENTERING ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. 4. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ANY MUD OR DEBRIS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED DAILY AND AS REQUIRED BY THE CITY. 5. INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF SEDIMENT. 6. THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN THE FIELD. NOTIFY THE CITY REPRESENTATIVE OF ANY FIELD CHANGES. HINGE POINT 3:1 SLOPE MAX. AC PAVEMENT AGG. BASE PLACE STRAW WATTLES IF VERTICAL RISE FRONT YARD SLOPE DETAIL AFTER STREET ARE PAVED N.T.S. TOE OF SLOPE DRIVE STAKE 18" BELOW ROLL 4' O.C. TOP OF SLOPE FIBER ROLL EXCAVATE 4" DEEP CUP FOR CIRCULAR ROLL TO SIT IN FIBER ROLL INSTALLATION DETAIL N.T.S. REViEVVtL) ;URLINGAME BLDG shall This plan check be construed to be a permit *oror and approval of any violation of the proylslons of )f Budingome Building Codes 1PPROVALPENDING FINAL MELD INSPECTION ,EVIErrn RV DATE z 0 LLI Lu Q�pFESS/ONE op 0SCq� F� �0 O`rG Z No. 70829 AP Exp. 6-30-23 CIV1\- OF CPS-\F PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 Z -J 0- 0 U 0 C!) 0 w Q J J 2 r CALIFORNIA BURLINGAME, Checked:• 0.0 0 iS (1) th SHEET C3 OF 9 SHEETS ? 3 000 UU Is"Q Lu �kCC ZI-W amok. o, 0CcCc 2 W ozo �YU °02 CW J ?Q (-3o ?oJ� j'KW J � OCO W o J? � �o ��zz oo2� oCC oOLo Uw mWW 0, oQcJ oJQW LesLaj �WLU� Oj�� o�o QoLL. ez 0Q Q�I_m J O ZCt (ri as kQQZ ti22U WC(WW QJo14-1 ooQ� U O "0""eleamme, SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BNIPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -hazardous Materials ❑ Berm and cower stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use l but don't overuse) reclaimed water for dust contrc 1. Hazardous Materials Label all hazardous materials and hazardous wastes (such a. pestickles, paints. thinners. solvents, fuel, oil, and antifreeze) in accordance once with city. county. state and federal regulations. ❑ Store hazardous matcriatsand 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 manufiiettirerts application instructions for haiardous 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 ail hazardous waste. Waste Management Li Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. • Check waste dispmial containers frequently for leak and to make sure they are not overfilled. Never hose down a durnpster on the construction site_. t❑ Clean or replace portable toners, and inspect them frequently for leaks and spills, U Dispose of all wastes and debris properly. Recycle materials and wastes that c;n be recycled (such as asphalt,, concrete, aggregate base materials. woods gyp board, pipe, etc. ,b LJ Dispose of liquid residues from paints, thinners solvents~ glues. and cleaning fluids as has:rdous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective peri.tneter controls and stabilize all constroction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any suet tracking immediately and secure sediment soup to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control i taint€trance and Parking Designate an urea. fitted with appropriate BMPs, for vehicle and cquiprncra parking and storage. ❑ Perform major maintenance, repair jobs. and vehicle and equipment washing off site. LI if refuelingg or vehicle maintenance must he done onsite, work in a berated area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. LI If vehicle or equipment cleaning must be done onsite c lean with water only in a permed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. 0 Do riot clean vehicle car equipment onsite using soaps„ solvents, degreasers. or steam cleaning equipment. Spill Prevention and Control Keep spill cleanup materials (e.g.. rags, absorbents and eat litter) available at the construction site at all times. ❑ Inspect 14chicks 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. LI Do not hose down surfaces where fluids have spilled, Use dry cleanup methods (absorbent materials, eat litter, and/or .rags). L Sweep up spilled dry materials immediately. Do not try to wash them away with water. or bury them. LI Clean up spills on dirt areas by digging up and properly disposing of contaminated soil LI Report significant spills immediately. You arc required by law to report all significant releases of hazardous materials, including oil. To report a spill: I) vial 911 or your local emergency response number, 2) Call the Govemor‘s Office of Emergency Services Warning 'enter. (gOO) 852-755D (24 hots). Earthmoving Li Schedule grading and excavation work during dry wather. 10 Stahilizc•all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. L] Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. LI Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate $M P's, such as fiber tolls, silt fences, sediment basins, gravel bags. berms, etc. 0 Keep excavate soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils 1 f any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control bard - Unusual soil conditions, discoloration4 or odor. - Abandoned underground tails_ - Abandoned wells - Buried barrels, debris, or trash.. Paving/Asphalt Work LI Avoid paving and seal coating in wet weather or when rain is t"orecast, to prevent materials that have not cured from contacting stormwater runoff.. ❑ Covers torn drain inlets and rnanholes when applying seal coat, tack coat, slurry seal, fog gal, etc. Collcet and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters, El Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal Q Protel2 G nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. 0 Shovel, abosorb, or vacuum saw -cm slurry and dispose of all waste as soon as you are finished in one location or at the end of each work dawn• (whichever is sooner!). LI If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application Li Store concrete, gout. and mortar away from storm drains or waterways, and on pallets under cover to protect them from raise, runoff, and wind. LI 'Wash out concrete equipment/trucks ,:-dire or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent Leaching into the underlying soil or onto surrounding area:. Let concrete harden and dispose of as garbage. C! When washing exposed aggn`gate, prevent w ashwater from entering storm drains, Block any inlet. and vacuum guncrs. hose washwater onto dirt auras, or drain onto a boned surface to be pumped and disposed of properly. Landscaping Cl Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. Li Stack bagged material on pallets and under cover. CI Discontinue application of any erodible landscape material within 2 days before a forecast cast rain event or during wet weather. Storm drain polluters may be liable for fines of up to `. 10000 per d Painting & Paint Removal Painting Cleanup and Removal Li Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. 0 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 excem liquids as hazardous waste. 13 Paint chips and dust from nun-zarc 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. L. based paint removal requires a state - certified contractor. Dewateri n g Ll 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 I,rour Local wastewater treatment plant. Ll Divert run-on water from offsite away from all disturbed areas. Li 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, Li 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 Avttvvtu treatment and proper disposal, 'URUNGAMt= 3LDG DEPARTME Yhls plan check shall not be construed to be a permit oror and approval of any violation of the provisions of 4 Burlingame Building Codes °DROVALPENDING FINAL =IELD INSPECTION `�1PIfdeAfzr: qr PATE 0 4.1 0 0 PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 r) N 0 N 0 CALIFORNIA BURLINGAME, 0 0 0 SHEET C4 OF 9 SHEETS CD ZO W ()Li ti�Q WZ� 0C.)CC 0 Lu I-W ooz OQ� ct �JO Z=W 0 cY (r)oZ 0LJ U0� 0o U �WQW J 0 m_`� i ooQ� 0 c 0 �• z ooc ° L'• OQCJ WQ'cz Lrzm �W� 4.1ZZO JL�U' W W ti Oj=� 4'�o QC(o� 14,1 ti Cr) "ice Q c1 � n'Ll ��z0 O QZ ��WW 0 Li Q J Q oLLJ olyLLQ CU)CenC=O ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH,ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE COMPLETE THE "WATER DEMAND WORKSHEE I" FOR DETERMINING THE WATER SERVICE AND ML I ER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF BURLINGAME WEB SITE AT HTTP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: 17 TO IRRIGATION SYSTEM HOSE BIB WITH - BACKFLOW PREVENTION ASSEMBLY VACUUM BREAKER TYPE: `5- BRAND: MODEL#: PRESSURE REDUCING 0 VALVE (IF NEEDED) SIZE. SEE NOTE HOUSE VALVE --- • TO FIRE SYSTEM BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: SIZE: i- METER �•,� CUSTOMER SERVICE SIZE TO BUILDING. PSI CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE- ., SERVICE SIZE TO WATER METER: f. "R WATER METER SIZE: IN /_ / NOTE: 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX •1 A a"p""r,.� : TYPICAL RESIDENTIAL WATER SERVICE DETAIL (WITH FIRE SYSTEM) DATE I NOV 2012 DRAWING NO. W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.0 APPROVED BY: DATE REVISION t BY APPR, S S S S S S EJ A WPJ SO' -0" I&Ax WPJ F SEE NOTE 18 EJ TYPICAL 5' SIDEWALK SCORING DETAIL N.T.S_ 1 FOEND S - SCORE LINE EJ = EXPANSION JOINT WPJ WEAKENED PLANE JOINT i-~ I I I ► I I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) 1 . I -PLANTING.,. - I STRIP I DRIVEWAY APPROACH ; PLANTING STRIP ,. (SEE NOTE 7) 6" WIDE CURB I ETE7)/!//// +-- 1' DIRECTED MIN. OR AS BY THE CITY /%/f// I - 1' MIN. '- AS DIRT BY THE 18" GUTTER OR -+- MATCH EXISTING / %�//XI/IAc ScCN f///////Ci 6C§NCREE I_._ --.--0-..- 1.5" TO 2.0' I_.,_ ----- 1.5'-2.0' (TYP,) A B - SAW CUT. REMOVE. AND REPLACE 1' WIDE (MIN.) L 4`MIN (TYP. ) FULL DEPTH OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. 5' WIDE OR AS DIRECTED a BY CITY ENI NEER SLOPE AT 1/4" PER FOOT (2%) --.- a „ 4 #4 x12" DowELs OR #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SOIL OR ENGINEERED FILL, COMPACTED TO 90% RELATIVE COMPACTION NOTES 8 PLANTING STRIP (SEE NOTE 6) !% SECTION A -A N.T.S. 5' WIDE OR AS DIRECTED BY CITY ENGINEER SLOPE AT 1/4" PER FOOT (2%) -� SOIA OPTI ENGINOMP EERED FILL, COMPACTED TO 95% RE (SEE NOTES ON SHEET 3 OF 3) SECTION B-B N.T.S. 3' (SEE NOTE 2) TYP. SLOPE 8.33% MAx SLOPE 15% 6" - 1" 1' WIDE A.C. REMOVE/REPLACE - 6" #4 x12' DOWELS S N ,c,...0 a` 1.5" - OR CTED CITY SEE NOTE 14 1' WIDE-A.C. do CONCRETE REMOVE/REPLACE If FULL 1 DEPTH L SEE NOTE 14 SIDEWALK DETAIL, DRIVEWAY. CURB AND GUTTER APPROVED BY DEPARTMENT OF PUBLIC WORKS DATE 8/9/2017 DRAWING NO. SW-1 (1 of 3) r--A / SIDEWALK (4' MINIMUM) I 1 VARIES \ I L 1-IVEWAY APPROACH ( SEE NOTE 7) - 6" WIDE CURB 1 I' MIN. 18" GUTTER OR -► MATCH EXISTING MIN. OR AS BY THECITY I �_ �- ...- I' DIRECTED T DIRECCi c �/. / /%i� ✓ %.A.c/// 7/. / // /J�/ / %�/ / //:// //// / / )Y !//// / ! //y7/ f /,/l 1 1.5' TO 2.0' A PCP1 Arc 2.0' (TYI r1CP1 1' Wlrr 1.5' TO (UM 1 nII1 AW rl IT ACunvr A"n BACK OF SIDEWALK DEEP GROOVE COLD JOINT i (TYP. 4' MIN. 2% SLOPE OR AS D BY Y OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. a SEE NOTE 8 J • 4 trA >❑ CURS CI N VARIES TYP. SLOPE 8.33% MAx SLOPE 15% - I' WIDE (MIN.) A.C. REMOVE/REPLACE TO MATCH EXISTING ( g o• � /' /./- SOIL OR ENGINEERED EL TI ERCOMPATIOt�PRCTED SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. 4'(MI14.) SIDEWALK, 2% SLOPE DRIVEWAY GUTTER 1' MIN. OR AS V/ZAC.// / //////'. /i////////////./// 2' -+---- DRIVEWAY WIDTH VARIES (SEE NOTE 7) is SEE NOTE 14 / INDUSTRIAL AREAS PLAN VIEW N.T.S. / A.C. IMIN. OR AS _DIRT .TFD BY THE CITY SIDEWALK, DRIVEWAY, CURB AND GUTTER APPROVED BY DEPARTMENT OF PUBLIC WORKS DATE 8/9/2017 DRAWING NO. SW-1 (2 of 3) REQUIREMENTS FOR CONSTRUCTION OF SIDEWALK, DRIVEWAY. CURB AND GUTTER (UNLESS OTHERWISE APPROVED BY ENGINEER) SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. 2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND MULTI -FAMILY AREAS. 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION, 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND GUTTER. 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE MUNICIPAL CODE SECTION 12.04.060), 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8' MINIMUM. CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. 9. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS DEPARTMENT AT (650) 558-7300. 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND APRONS. 14 SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6"-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS- 17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT_ 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURS DRAIN INSTALLATIONS IF NOT PERMITTED. 19- PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SIDEWALK. #5x12" DOWELS ARE ALLOWED IF' APPROVED AND DIRECTED BY ENGINEER. #402" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW UNE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY_ SIDEWALK, DRIVEWAY, CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE 8/9/2017 DRAWING NO. SW-1 (3 of 3) RREVItVVtLI ;URUNGAME 13LDG DEPARTMEN 'his plan check shall not be )onstrued to be a permit ora .and approval of any isolation of the provisions of f DuriingameBuilding Codes 'PPROVALPENDING FINAL 'CV1FU1fIeF} MELD INSPECTION A. DATE 0 a CO PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6- 30-23 CONSULTING CIVIL ENGINEERS & LAND SURVEYORS Co rr) 1' 1 Cs1 0 U • c L a) a) C oc, a) • a c w - rn I- O 0 CD 1,0 rr) I O r` N I- 10 d � Q I U ZL,.1 UJ O CO O-7 Z • (- a CALIFORNIA BURLINGAME, Checked: 0.0 SHEET C5 OF 9 SHEETS O O 2 Vo U WZ� onoOC oo4-- 0Q� jCZ Cr) zW U?O oz CD J =�Q °o ZOJQ; • 4-1 J U om L' c Q• Lu UOTjO ��Q3 O0 • Z hoc 0:1iWw o�kJ aCL WQ2 CC WJ ZzO(r) o Q, o W Q Q Qo0Q, wCZ' ZCD moo, (/)�WW Q�0> OOL_J� U pv) �LJZ lu ~ U�ZZ (I)O CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT E.NGiNEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 ENCROACHMENT PERMIT PROCEDURES Anyone working in the City right-of-way, such as street, sidewalk area, public easements, and utility easements, is required to obtain an Encroachment Permit prior to starting work. Typical examples of the type of work requiring an encroachment permit includes, but is not limited to: • Sidewalk, driveway approach, curb and gutter repair or replacement • Curb drain installation or replacement • Sewer test, sewer lateral replacement and/or connection to City's sewer main • Remove and replace utilities related to Building Permit for new residence or construction • Trenching, excavation, or openings in City right-of-way • Water or fire service installation or replacement • Traffic control and/or pedestrian protection • Underground utility and overheard utility work in the City right-of-way • Block party (Residential) • Placing scaffolding in the City right-of-way • Debris box(es) or storage unit(s) in City right-of-way (stockpiling strictly prohibited) 2. An encroachment permit can be obtained by going to www.burlingame.org and submitting the encroachment permit via email at dpw@burlingame.org. 3. See Conditions for Issuance of Encroachment Permit for minimum requirements and submittals, such as diagrams of proposed work, commercial general liability (or comprehensive) and property damage insurance indicating the City of Burlingame as additional insured, and/or approved Building Permit plans, at the time of application. Issuance of an encroachment permit is subject to the completeness of required documents and review and approval by City Engineer. 4. Once the encroachment permit is approved and issued, the permittee must notify the Public Works Inspector forth - eight (48) hours prior to the initial start of work by emailing dpw(_a�burlingame.org. Public Works inspection hours are from 10:00am to 3:00pm. Public Works sewer and water inspection hours are from 8:00am to 3:00pm. Depending on the type of work, more than one Public Works inspectors may be involved. 5. Encroachment permit fees are non-refundable. If work was canceled and/or proposed work never began, refund of encroachment permit requires approval from Public Works inspector and City Engineer. 6. Encroachment permit refundable bond(s) are not refunded until Public Works Engineering Inspector, email dpw@burlingame.org, has reviewed the work and signed off on the permit as being complete. All approved refunds of refundable bond(s), whether payment was by check, cash, or credit card, will be made by check to the name and address listed under "REFUND BOND TO:" of the encroachment permit. Refunds generally take 30 days after work is completed and final inspection has been approved. 7. See Special Encroachment Application for construction of permanent and non -permanent fixtures within the City's right-of-way. Permanent fixtures include, but not limited to fences, retaining walls, columns, gates, walkway steps, landscaping structures, mailboxes, or other unmovable fixtures. Non -permanent fixtures include, but not limited to tables, chairs, flower pots, planters, and other movable fixtures. If you have any questions or require additional information regarding the Encroachment Permit process, please contact the Engineering Division at dpw@burlingame.org. Page 2 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 CONDITIONS IONS FOR ISSUANCE ENCROACHMENT PERMIT General Conditions I. Construction hours are restricted to weekdays and non -City Holidays between 8:00AM and 5:00PM; 2. A current City of Burlingame business license unless owner -builder is the applicant; 3. Commercial or general liability (or comprehensive) and property damage insurance indicating the "City of Burlingame. its officers, employees and agents are named as additional insured" (see attachment), If duration of the work exceeds insurance policy expiration date, applicant must renew encroachment permit prior to expiration date; 4. It is the responsibility of the permittee and/or contractor to notify Underground Service Alert (USA) at least 48 hours before any work for utility location and identification prior to the start of proposed work. 5. All construction work shall conform to the City of Burlingame Municipal Codes and City Standard Details and Specifications. 6. All construction work shall be done in accordance with the most current APWA-AGC Standard Specifications for Public Works Construction, the California Stormwater Quality Association's Stormwater Best Management Practice Handbook, and the City of Burlingame Stormwater Management and Discharge Control Ordinance (Municipal Code Chapter 15.14). A copy of the Stormwater Construction Best Management Practices can be found at http://www.flowstobay.org/brochures. Upon completion of the work, all stormwater protection measures shall be entirely removed and the right-of-way shall be left in as presentable a condition as existed before work started. 7. Replacement or construction of new above ground utility or structure within City's right-of-way is prohibited unless otherwise approved by City Engineer. Unapproved encroachment shall be removed and/or relocated at the sole expense of the permittee. Such removal and/or relocations shall be under the same terms and conditions as the initial installation allowed, pursuant to the permit; 8. Traffic control and/or pedestrian access plans are required for all work affecting sidewalk and traffic. Permittee shall obtain approval from City Engineer prior to any traffic detour, travel lane closure, sidewalk detour, sidewalk closure or encroachment including parking stalls, bike lanes, and shoulders. Permittee shall submit traffic control and/or pedestrian access plans to City for review. Plans shall show, at minimum the following: • A minimum sidewalk width of five (5) feet and bike path width of four (4) feet shall be maintained at all times for safe passage through the work area, where applicable. At no time shall pedestrians be diverted onto a portion of the street used for vehicular traffic. • At locations where adjacent alternate walkways cannot be provided, appropriate signs and barricades shall be installed at the I imits of construction and in advance of the closure at the nearest crosswalk or intersection to divert pedestrians across the street. • Warning signs, lights and safety devices and other measures required for the public safety, shall conform to the requirements of the California Manual on Uniform Traffic Control Devices. Traffic control for lane closures shall be in conformance with Caltrans Standard Plans for Traffic Control Systems. 9. Hauling routes must be submitted in writing and approved by the City, prior to the commencement of work. 10. Trees and shrubs within the City easements, right-of-way, and on private property adjacent to the work shall be protected from damages during construction. Contact and consult with the City's Parks Department prior to cutting tree roots over 2-inches in diameter at (650) 558-7330. 11. Excavations over five (5) feet in depth shall conform to Occupational Safety & Health Administration (OSHA) requirements and regulations. I2. Refund of the encroachment permit bond is subject to an inspection of the construction site at the end of the project. The construction site must be clear of all construction debris and in presentable condition as existed prior to the beginning of work. Permittee must remove all utility markings associated with the project; 13. Any public and/or private improvements damaged by the construction activities must be repaired or replaced in - kind to the satisfaction of the improvement owner and City: if applicable, at Permittec's expense; Page 3 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 14. No storage of construction materials or equipment shall be placed in the public right-of-way. ADDITIONAL PROJECT SPECIFIC CONDITIONS Remove And Replace Utilities Related To Building Permit For New Construction I. Building Permit plans must be approved by Public Works Engineering prior to issuance of this "Remove and Replace Utility Encroachment Permit": 2. Provide a copy of the approved plans; 3. Provide drawing of, if not shown in approved plans, additional work in the public right-of-way such as PG&E trenching or sidewalk closure; 4. Permittee shall coordinate a meeting with the City Public Works Engineering Inspector at the initiation of the site work. The purpose to discuss and clearly understand the following: a. Plan of work within City's right of way, including, but not limited to, hours of work, deliveries, traffic control and/or pedestrian access within public right of way, sidewalk issues, parking, storage, loading of materials, repair of damaged public facilities such as sidewalk, road pavement, etc., and coordination with City projects within the vicinity. b. Contact names and numbers of responsible personnel. 5. See below for additional conditions, requirements, and information specific to type of work to be performed. Sidewalk, Driveway Approach, Curb & Cutter I. Provide a diagram showing dimensions and square footage of area to be removed and replaced. Diagram must also show pedestrian access for sidewalk closure related to removal and replacement; 2. Sidewalk removal/replacement shall be between deep grove cold joints and the full width of the sidewalk; 3. Widening and/or relocation of driveway approach requires approval by City Engineer and shall conform with Burlingame Municipal Code Chapter 12.04 Construction and Repair of Sidewalk, Curbs and Driveways; 4. All proposed work shall be in conformance with City Standard Detail SW-1, total 3 sheets; 5. Pre -pour and final inspection is required by Public Works Sidewalk Inspector at dw@burlingame.org. See Encroachment Permit Guidelines for Inspections. Water Service Connection I . Request for new water service connection, upgrade to water service and/or water meter size shall be made through the Water Billing/Finance Department. Please call (650) 558-7210; 2. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements when sidewalk is affected; 3. See Encroachment Permit Guidelines for inspections. Fire System Connection 1. Plans for Underground Fire System (UFS) must be approved prior to issuance of this Encroachment Permit; 2. Provide a copy of the approved plans; 3. Provide a site specific Traffic Control and/or Sidewalk Closure/Pedestrian Protection plan. See Traffic Control and Sidewalk Closure / Pedestrian Protection for details ; 4. Diagram of sidewalk removal and replacement. Sec Sidewalk, Driveway Approach, Curb & Gutter; 5. All above ground assemblies shall be behind property line. Contact Public Works Engineering for dimensions to property line from face of curb, dpw@burlingame.org; 6, All work shall conform with approved UFS plans, City Standard Details, as well as, Water Division Specifications and Standard Drawings and Water Division Utility Construction Plan Notes; 7. See Encroachment Permit Guidelines for Inspections. Page 4 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650)685-9310 Sewer Lateral Test I . Sewer lateral test requirements shall conform with Burlingame Municipal Code 15.12.110 and City Standard Detail SS-2, total 4 sheets; 2. Existing sewer lateral test certificates can be found at: http://www2.burlingame.org/swrmaster'/ Sewer Lateral Replacement I. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements when sidewalk is allccted; 2. Sewer lateral replacement may require inspection by both Public Works Sewer Inspector at (650) 558-7674 and Public Works Inspector at dpw@burlingame.org. See Encroachment Permit Guidelines for Inspections. 3. All proposed work shall be in conformance with City Standard Detail SS-1. total 6 sheet: 4. All trench work shall conform with City Standard Detail SS-1; 5, Contact Buildings Department far building permit and inspection requirements. Curb Drain 1. Provide a diagram or approved plans of proposed work including dimensions and location; 2. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements; 3. Sec Encroachment Permit Guidelines for inspections. Traffic Control And Sidewalk Closure) Pedestrian Protection 1. Traffic control and/or pedestrian access plan are required for sidewalk and traffic detour/closure and must be approved prior to construction; 2. Traffic control plan shall conform to the latest Caltrans Standard and Specifications for Traffic Control. Warning signs, lights and safety devices and other measures required for the public safety, shall conform to the requirements of the latest California Manual on Uniform Traffic Control Devices. 3. A site specific diagram showing proposed traffic control and pedestrian protection. Diagram shall include dimensions, street name(s), address(es), existing conditions nearest adjacent driveways and crosswalks to work area, and parking spaces and driveways affected; 4. Plans must be submitted for review at least 72-hours in advance; Debris Box(es) or Storage Unit(s)/l'arkine Permit (RestrictionsAnnly) I . Debris box(es) shall have a lid or plastic cover that prevents water from entering the unit during the rainy season from October 15th to April 15th ; 2. Provide a diagram showing where the box(es) or unit(s) will be placed in relation to the project site and street/intersection; 3. Parking permit for storage containers, portable storage units, or PODS is limited to three (3) days at a time; 4. Parking permit is issued at two (2) week intervals at a time. Extension of parking permit requires approval by the City Engineer; 5. Additional information, requirements, and restrictions may apply at the time of application. Hauiinu Permit And Simile Trip Transportation I. Proposed work shall conform with Burlingame Municipal Code Chapter 13.60 Truck Trafc; 2. Contact Public Works Transportation Engineer for copy of application form at dpw@burlingame.org; Block Party I. See Block Party Rules and Regulations and Block Party Permit Application located at https://www.burlingame.org, departments/public_works/permits_applications_ and_fees.php. Page 5 of 5 Rev, 5/6/2020 VitVVeli URLINGAME BLDG DEPART Ns plan check shall not be :onstrued to be a permit . al or and approval of any )f Curloingp g pdingCod° ",VAL PENDING HNAL �FVlps�tir� R LDINSPECTiON DATE ides- 44.. PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 �Z Z� Z I/1z W Owluz CONSULTING CIVIL ENGINEERS & LAND SURVEYORS ao 1 N N CO r7 M 0 I- Cr) () u7 C a) � Q -Jo Z wj W O m Z z 0 rW V z L.L 0 W C9 0 L.L 0 Cr) BURLINGAME, of Checked: 0.0 SHEET C6 OF 9 SHEETS New Single -Family Res Nitin Handa 1304 Mills Ave. Burlingame, CA. 94025 GREEN BUILDING MANDATORY MEASURES CHECKLIST: TWO COPIES OF GREEN BUILDING MANDATORY MEASURES CHECKLIST WILL BE PROVIDED WITH SUBMITTAL OF PLANS DURING BUILDING CODE PLAN CHECK. GRADING PERMIT, IF REQUIRED, WILL SE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. "Construction Hours" Weekdays: 8:00 a.m. - 1:00 p.m. Saturdays: 9:00 a.m. - &:00 p.m. Sundays and Holidays: No Work Allowed (See City of Burlingame Municipal Code, Section 18.01.110 for details.) (See City of Burlingame Municipal Code, Section 13.04.100 for details.) Construction hours in the City Public right-of-way are limited to weekdays and non -City Holidays between 8:00 a.m. and 5:00 p.m. Note: Construction hours for work in the public right of way must now be included on the plans. 1,711 7 BURLINGAME L 2020 BURLINGAME REACH CODE CHECKLIST FOR NEW SINGLE FAMILY RESIDENTIAL CONSTRUCTION PROJECT ADDRESS: 1304 Mills Avenue BURLINGAME, CA 94010 APN: 026-071-110 APPLICANT NAME: Nitin Handa 1. ENERGY EFFICIENCY AND ELECTRIFICATION A project is deemed New Construction if it is a new building, from the ground up, or if the value of the addition(s), alteration(s) and repairs to an existing building is greater than 50% of the current replacement value of the existing building or structure as determined by the building official, and it includes new heating, cooling, (if present), and ventilation. Note: all projects must comply with mandatory elements of the 2019 Building Energy Efficiency Standards as well as this Reach Code. Choose All -Electric, or All -Electric Readiness: 2/ All -Electric. M' No natural gas or propane appliances. fEr No gas meters or propane infrastructure. Compliance with energy efficiency standards required by the State (no additional local energy efficiency requirements). OR ❑ All -Electric Readiness. Check the box for each appliance which uses natural gas or propane and confirm that the electrical requirements are met for each: ❑ Range/Cooktop - Dedicated 208/240V, 50A capacity receptacle within 3 feet ❑ Fireplace, or Fire -pit — Receptacle with equivalent capacity, within 3 feet 2. SOLAR PHOTOVOLTAIC Loi A photovoltaic system will be installed, sized per equation 150.1(C). ❑ This project is exempt, based on excessive shading and/or insufficient roof space), and therefore includes: Compliance with exceptions under the 2019 Building Energy Efficiency Standards (Exception 6 to Section 110.10(b)1A, or Exception 4 to Section 110.10(b)1B): ❑ Installed solar domestic water heating system, OR ❑ Demand responsive thermostat(s) plus one of the following: ❑ EnergyStar Dishwasher ❑ Home Automation System ❑ Greywater Irrigation ❑ Rainwater Catchment System For more information, please visit: https://www.burlingame.orq/departments/building/reach codes.php, or contact Green Building Specialist Joe McCluskey: jmccluskeNaburlingame.orq, 650.558.7273. 10-16-2020 ❑ 2019 CALIFORNIA BUILDING CODES ❑ 2019 CALIFORNIA ELECTRICAL CODES (BASED ON 2017 NEC) ❑ 2019 CALIFORNIA PLUMBING CODES ❑ 2019 CALIFORNIA ENERGY CODES 019 CALIFORNIA MECHANICAL CODES 2019 CALIFORNIA BUILDING CODES -STRUCTURAL ONLY ❑ 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE ❑ 2019 CALIFORNIA FIRE CODES ❑ 2019 CALIFORNIA RESIDENTIAL CODE Plan review approval of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. (�1 Iti BY: J DATE BUREAU VERITAS NORTH AMERICA, INC. HERS FEATURE SUMMARY: The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building -level Verifications: • Indoor air quality ventilation • Kitchen range hood Cooling System Verifications: • Minimum Airflow • Fan Efficacy Watts/CFM scoF 01- kOAK: Wv v w v — v v v DEMOLISH EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE WITH A DETACHED GARAGE. P4G OV R CONDITIONS OF APPROVAL SHEET 0.1 BOUNDARY 4 TOPOGRAPHIC SURVEY BOUNDARY 4 TOPOGRAPHIC SURVEY GRADING 4 DRAINAGE PLAN CONSTRUCTION DETAILS EROSION 4 SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES (BMP) GRADING 4 DRAINAGE CITY STANDARDS ENCROACHMENT PERMIT NOTES EXISTING SITE PLAN PROPOSED SITE PLAN These plans and documents have been reviewedE RST 4 SECOND FLOOR PLANS compliance with the applicable code requiremelE VAT I ONS of the jurisdiction. The stamping of these plan s' LEVATIONS -ot be held to permit or be an approval )f • .iolatian of applicable codes and standards tOWER 4 UPPER ROOF PLAN relieve the owner, design professional of record GARAGE FLOOR 4 ROOF PLANS contractor of compliance with applicable codes aARAGE ELEVATIONS standards. Plan review of documents doEs n6ITE SECTION authorize construction to proceed in violation of arlv federal, state, nor local regulation. 5ITE SECTION SITE SECTION ARCHITECTURAL DETAILS CALGREEN MANDATORY MEASURES CALGREEN MANDATORY MEASURES ELECTRICAL PLAN PLANTING PLAN HYDRO -ZONE PLAN IRRIGATION PLAN FOUNDATION PLAN 2nd FLOOR 4 LONER ROOF FRAMING PLAN UPPER ROOF FRAMING PLAN GARAGE FOUNDATION 4 ROOF FRAMING PLAN FOUNDATION DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS U N SIMPSON STRONG- WALL SIMPSON STRONG- WALL BUREAU VERITAS NORTH AMER! Heating System Verifications: • Verified heat pump rated heating capacity HVAC Distribution System Verifications: • Duct leakage testing Domestic Hot Water System Verifications: • -- None -- STATEMENT OF SPECIAL INSPECTION: SUS -GRADE PREPARATION 4 EXCAVATION SHEAR WALL NAILING LESS THAN 4" O.C. • ► �R 4 INSTALLATION. _ _______________ ____________ FNN'OTNr-E:7 A 3.19 KW PV SYSTEM WILL SE A DEFERRED SUBMITTAL. 3. GREEN BUILDING ❑ The permit application includes a completed 2019 Burlingame CALGreen Residential checklist. Download at: www.burlinqame.orq/departments/buildinq/forms and documents.php#outer-46. 4. ELECTRIC VEHICLE (EV) CHARGING AND READINESS Complies with the California Green Building Standards Code Section 4.106.4; L°f Complies with EV charging requirements specified below: Single Family, Duplex, or, Townhouses with attached private garages C°I One parking space has a Level 2 EV Ready Circuit ▪ If there is a second parking space, it has a Level 1 Ready Space. I!( Meets required minimum electrical capacity ' Definitions o EV Level 2 Ready Circuit: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 208V/240V, 40 amp circuit with receptacle labeled "EV Vehicle Outlet" or, electrical vehicle supply equipment with a minimum output of 30 amps. o EV Level 1 Ready Space: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 110V, 20 amp circuit with receptacle labeled "EV Vehicle Outlet" or, electrical vehicle supply equipment. 5. VERIFICATION This form has been completed by Jeff Guinta (name) of Innovative Concepts(company), the architect, designer, or qualified green building rater for the above listed project who verifies that it accurately represents the project plans. uutt� 06/18/2021 ne Date Jeff Guinta Name For more information, please visit: https://www.burlingame.orq/departments/building/reach codes.php or contact Green Building Specialist Joe McCluskey: jmccluskey(a�burlingame.orq, 650.558.7273. 2 10-16-2020 FIRE SPRINKLER NOTE: Submit approved fire sprinkler calculations to the Building Dept. confirming existing 3/4" meter will suffice. If 1" is necessary, payment for meter upgrade will be required by the Building Dept. before the Water Dept. installs new meter. EXISTING WATER SERVICE PIING SHALL BE REPLACED WITH I INCH PIPE FROM METER TO BUIL I tiG 3 TITLE 24 SHEET ST1 SHEET ST2 SHEET Cl SHEET C2 SHEET C3 SHEET C4 SHEET C5 SHEET C& SHEET A0 SHEET A0.1 SHEET Al SHEET A2 SHEET A3 SHEET A4 SHEET A5 SHEET A& SHEET Al SHEET AS SHEET A9 SHEET A10 SHEET CG1 SHEET CG2 SHEET El SHEET L-1 SHEET L-2 SHEET L-3 SHEET Si SHEET 52 SHEET 53 SHEET 54 SHEET S5 SHEET 55.1 SHEET S& SHEET S6.1 SHEET S6.2 S SHEET 1,,ISWH1 SHEET WSWH2 1 SHEET T-2 r465 V A 0\e: WINDOW ABBREVIATIONS: 3030 CT SLDR CSMT FIX SL TEMP HC SH DH ARCH EGRESS 3'-0" X 3'-0" CIRCLE TOP HORIZONTAL SLIDER CASEMENT FIXED SIDELIGHT 2020 REACH HALF ��R°LE`ASSCODES APPLY SINGLE HUNG DOUBLE HUNG ARCHED EGRESSASLE WINDOW SEE NOTE BELOW DOOR ABBREVIATIONS: 2/0 - 2'-0" WIDE X &'-8" TALL UNLESS OTHERWISE NOTED 3080 - 3'-0" WIDE X 8'-011 TALL 3010 - 3'-0" WIDE X T-0" TALL 306,8 - 3'-0" WIDE X &'-8" TALL DIM EL (E) F.A. G.C. (N) N.T.S. R.O. e T.O.S. TYP. U.N.O. V.I.F. CENTERLINE DIMENSION ELEVATION EXISTING FINISH FLOOR GENERAL CONTRACTOR NEW NOT TO SCALE ROUGH OPENING PROPERTY LINE TOP OF SLAS TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD Lucca 4,o./, , a 1 Mills -Peninsula Peninsula Humane" 9 `t' Medical Center Society & SPCA'... � BURLINGAME_.= Ccv, VILLAGE �p.,���yy qa BURLINGAME GATE Our Lady of fini Angels Catholic IF Hyatt Regency San Francisco Airport PIRG," C D F ASSESSOR'S PARCEL NUMBER BUILDING OCCUPANCY TYPE OF CONSTRUCTION ZONING STORIES YEAR SUILT/EFF LOT SIZE ALLOWABLE FLOOR AREA: LOT SIZE &000 SF X 32% 1,920 + 1,100 DETACHED GARAGE 400 SF + 3,020 TOTAL DESIGNED FLOOR AREA: HOUSE DETACHED GARAGE ALLOWABLE LOT COVERAGE: LOT SIZE 8000 SF X 40% DESIGNED LOT COVERAGE: PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR CANTILEVER PROPOSED DETACHED GARAGE PROPOSED FRONT PORCH PROPOSED REAR PORCH TOTAL : 021-011-110 : R3/U : V-B : R-1 5-14 :2 : 2021 : &,000 SF ± = 1,920 SF = 3,020 SF : 400 SF = 3,420 SF : 3,420 SF : 2,992 SF : 428 SF = 2,400 SF 1,6,1& SF 5-1 SF 428 SF -is SF 14& SF 2,325 SF • _ ► • Si •► _►� \ED: ARE REQUIRED AS PER BUILDING r�nr_ WALL LEGEND: EL. 162.92' 12 - EXISTING WALL TO REMAIN - EXISTING WALL REMOVED - NEW WALL CONSTRUCTION - SECTION CUT SECTION NAME SECTION PAGE - D IMENST I ONAL REFERENCE /ELEVATION - REVISION - REVISION CLOUD - DETAIL NUMSER PAGE - ROOF PITCH SUBMIT ALL TAGS FOR AU. DEBRIS FOR DEMO AND CONSTRUCTION MUST SHOW RECYCLING/C&D (it vrcVVtI_; ulkiNbmtvIE6IDG DEPARTME,Ns pion .. cheekskin not be construed to be a permit colof of of pny no Dine braiding sfielprOvtsiOns of FINALENDING wECTION DATE '911114{i n FILL 12-z8.2) N NOTES: The proposed residence is to be constructed by a Contractor and the architectural plans are based on site plans, exterior elevations, scaled floor plans and material construction specifications approved by the owner. The architectural plans are not intended to be comprehensive and it shall be the responsibility of' the subcontractors to notify the Contractor of' any necessary clarifications or modifications. All work connected with this project shall be done in a professional manner in accordance with the traditionally and legally defined "best accepted practice" of the trade involved. Additionally, all work shall comply with applicable codes and trade standards which govern each phase of work, including but not limited to the 2019 California Building Code (CSC), 2019 California Mechanical Code (CMC), 2019 California Fire Code (CFC), 2019 California Electrical Code (CEC), American Concrete Institute Code (ACI), 2019 California Plumbing Code (CPC) and all applicable local codes and/or legislation. The Contractor shall be responsible for notifying the Designer of any unusual or unforeseen foundation conditions, discrepancies of omissions within the plans or any deviations or changes from the plans before proceeding with the work involved otherwise they will be considered adequate for proper completion of' the project. The Contractor shall be responsible for verifying field measurements before ordering materials and prefabricated items. Adequate supervision and periodic inspection during the construction phase are recommended. The Contractor shall be responsible to ensure that this inspection and supervision are provided by qualified persons. These plans shall not be considered complete and ready for construction until a building permit has been issued. In all cases written dimensions take precedence over sca led dimensions. Dimensions are to the face of' stud or face of' concrete unless otherwise noted. Larger scale details take precedence over smaller scale details. Lay out all structural work by referring to dimensions and elevation notes on the architectural plans. Do not scale structural drawings work detail dimensions from controlling surface points and actual material dimensions. Slope finish exterior surface away from foundation. N 1,41 NO NOTE: THE FOLLOWING CODES AND REGULATIONS AS AMENDED BY THE STATE OF CALIFORNIA 4 LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. CSC CGBC CEO CPC CMC CEO CRC 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California 2019 California Building Code Green Bui Id ing Code Electrical Code Plumbing Code Mechanical Code Energy Code Residential Code Energy Conservation Code FINAl Fn Revisions By 09/24/2021 GF 11/08/2021 GF PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 V JV T 1- i ri g c7 C 2 t rY9- G a a r- e i OWNER: NIT IN NANDA 408-406 -3964 4381 SAMSON NAB' SAN JOSE, CA 95124 Date 08/15/202I Scale NOTED Drown GF Job Sheet 0 Of Sheets CITY OF BURLINGAME City Hall — 501 Primrose Road Burlingame, California 94010-3997 August 20, 2021 Jeff Guinta Innovative Concepts 3550 Stevens Creek Blvd., Suite 225 San Jose, CA 95117 Re: 1304 Mills Avenue Dear Mr. Guinta, BURLINGAME Net .IYGIX COMMUNITY DEVELOPMENT DEPARTMENT Planning Division PH: (650) 558-7250 FAX: (650) 696-3790 Since there was no appeal to or suspension by the City Council, the August 9, 2021, Planning Commission approval of your application for Design Review became effective August 19, 2021. This application was for Design Review for a new, two-story single family dwelling with detached garage at 1304 Mills Avenue, zoned R-1. The August 9, 2021, minutes of the Planning Commission state your application was approved with the following conditions: 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped July 27, 2021, sheets AO through A9, and L-1; 2. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 3. that any changes to the size or envelope of the 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; :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org August 20, 2021 1304 Mills Avenue Page 2 7. 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; 11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; 12. 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; 13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. 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. All site improvements and construction work will require separate application to the Building Department. This approval is valid for one year during which time a building permit must be issued. An extension of up to one year may be considered by the Planning Commission if application is made before the end of the first year. The decision of the Council is a final administrative decision pursuant to Code of Civil Procedure Section 1094.6. If you wish to challenge the decision in a court of competent jurisdiction, you must do so within 90 days of the date of the decision unless a shorter time is required pursuant to state or federal law. :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org August 20, 2021 1304 Mills Avenue Page 3 Sincerely, Kevin Gardiner Community Development Director c. Nitin Handa, property owner Chief Deputy Valuation, Assessor's Office (LOT 12 BLOCK 1 BURLINGAME GROVE RSM B/30; APN: 026-071-110) File f.?LvItWtILk ,JRLIN( MME t3LDG DEPARTMEN Ns plan check shall not be construed to be a permit 'oror and approvoi of any 'lolatlon of the provisions of 7f DurlingameDulldlflg Codes VPROVAL PENDING ANAL FIE'MAD RN' DATE :: Register online to receive City of Burlingame e-mail updates at www.burlingame.org Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net Utir l i ro '04 Mills Avenue Date OS/15/2m21 Scale NOTED Drawn cF Job Sheet 0 ■ Of Sheets co '0 3 (Jo ?UU CQ OUO LAJW (j)tia �W oo?_ oe� jCtZ moo ZZ Zo (4U LLJ OHO UO�J =�Q 0O 0 J o14-1 m �' ♦`gym= oo�� ti Oj1- P I- 00Ct0 v� W mWW Oklu -JLj(D Oj�� cil-o (1)Qo Q�tim - 64. Ctzo kJ C=1 �Z2U (f) (1)WW c. �OTh 00�Q. Q 0�0 GRADING (Sc DRAINAGE NOTES: NOTE: THIS DRAWING IS APPROVED SUBJECT TO: 1. ALL GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTED OR REPRESENTATIVE SHALL NOTIFY THE CITY OF BURLINGAME DEPARTMENT OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF ANY GRADING. 2. APPROVAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EARTH MATERIALS, (B) THE INSTALLATION OF ON -SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND TREATMENT FACILITIES THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF RETAINING STRUCTURES. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF ANY IMPROVEMENTS WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE EXCEPTION OF THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND ALL OTHER REQUIRED PERMITS SHALL BE OBTAINED. UNLESS OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT CONSTITUTE APPROVAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL REVIEW, BY THE DEPARTMENT OF PUBLIC WORKS IS COMPLETED AND APPROVED. 4. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. 5. THE PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS -OF -WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 7. IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT -RELATED CONSTRUCTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION 7050.5 OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE STATE OF CALIFORNIA, NOTIFY THE MARIN COUNTY CORONER IMMEDIATELY. 8. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS OF TREE PRESERVATION SHOULD BE OBTAINED FROM THE CITY'S PLANNING DEPARTMENT AND THE CITY ARBORIST. 9. FOR NON-RESIDENTIAL PROJECTS, ANY NON -HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION OR LAND CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION 5.408. 10. ALL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND/OR THE PROJECT SOIL ENGINEER. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. REPORT DATE: REPORT NUMBER: SOILS ENGINEERING COMPANY; CONTACT INFORMATION: 11. THE SOIL ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR UNAPPROVED GRADING WORK SHALL BE REMOVED AND REPLACED UNDER OBSERVATION. 12. PERIMETER BUILDING GRADES SHALL SLOPE AWAY FROM BUILDINGS AT LEAST 5% MINIMUM 13. ALL DOWNSPOUTS SHALL HAVE SPLASH BOXES AS SHOWN ON THE GRADING AND DRAINAGE PLAN. DIRECTION OF THE FLOW SHALL BE AWAY FROM THE BUILDING. BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 12.64' (NAVD88 DATUM) EARTH WORK QUANTITIES CUT: 54 CY FILL: 9 CY EXPORT: 45 CY IMPORT: 0 CY NOTE: EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDEPENDENTLY ESTIMATE QUANTITIES FOR HIS/HER OWN USE. THE PAD OF THE HOUSE IS NOT INCLUDED ABBREVATIONS AC = ASPHALT CONCRETE AD = AREA DRAIN AG = ADJACENT GRADE AT FOUNDATION BC = BEGIN CURVE BS = BOTTOM OF STAIR BU = BUBBLE UP BVC = BEGIN VERTICAL CURVE BRW = BOTTOM OF RETAINED GRADE AT WALL CB = CATCH BASIN CL = CENTERLINE CO = CLEANOUT DS = DOWNSPOUT WITH SPLASH BOX EC = END CURVE ELEV. = ELEVATION EVC = END VERTICAL CURVE EX. = EXISTING F/C = FACE OF CURB FF = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT FL = FLOW LINE GB = GRADE BREAK GFF = GARAGE FINISH FLOOR HP = HIGH POINT HC = HANDICAP UNIT INV = INVERT LP = LOW POINT PAD = PAD ELEVATION PCC = PORTLAND CEMENT CONCRETE PL = PROPERTY LINE PV = PAVEMENT GRADE PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTION RCP = REINFORCED CONCRETE PIPE ROW = RIGHT OF WAY 5=.004> SLOPE SD = STORM DRAIN SDMH = STORM DRAIN MANHOLE SG = SUBGRADE ELEVATION SS = SANITARY SEWER SSMH = SANITARY SEWER MANHOLE STA = STATION TC = TOP OF CURB TF = TOP OF FENCE TRW = TOP OF RETAINED GRADE AT WALL TS = TOP OF STAIR TW = TOP OF WALL VCP = VITRIFIED CLAY PIPE WM = WATER METER WV = WATER VALVE GRADING AND DRAINAGE PLAN 1304 MILLS AVE, BURLINGAME, CA 94010 APN: 026-071-110 PUBLIC WORKS NOTES: 1. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, UTILITY EASEMENTS, OR USE OF THE RIGHT-OF-WAY SUCH AS PLACEMENT OF DEBRIS BOX OR CONSTRUCTION PARKING IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. FOR REQUIREMENTS RELATED TO ISSUANCE OF AN ENCROACHMENT PERMIT, VISIT: HTTPS://WWW.BURLINGAME.ORG/DEPARTMENTS/PUBLIC WORKS/ENCROACHMENT PERMIT.PHP WORK WITHOUT THE BENEFIT OF AN ENCROACHMENT PERMIT WILL BE CHARGED DOUBLE THE PERMIT FEE. 2. ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH CITY STANDARDS AND DETAILS. STANDARD DETAILS ARE AVAILABLE AT: HTTPS://WWW.BURLINGAME.ORG/DEPARTMENTS/PUBLIC WORKS/CITY STANDARD DETAILS. PHP. 3. THIS PROJECT SHALL (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED FOR ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. 4. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CALIFORNIA STORMWATER QUALITY ASSOCIATION'S STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, AND THE CITY OF BURLINGAME STORMWATER MANAGEMENT AND DISCHARGE CONTROL ORDINANCE (MUNICIPAL CODE CHAPTER 15.14). A COPY OF THE STORMWATER CONSTRUCTION BEST MANAGEMENT PRACTICES CAN BE FOUND AT HTTP://WWW.FLOWSTOBAY.ORG/BROCHURES. UPON COMPLETION OF THE WORK, ALL STORMWATER PROTECTION MEASURES SHALL BE ENTIRELY REMOVED AND THE RIGHT -OF- WAY SHALL BE LEFT IN AS PRESENTABLE A CONDITION AS EXISTED BEFORE WORK STARTED. 5. ALL DAMAGED AND DISPLACED CURB, GUTTER AND/OR SIDEWALK FRONTING SITE MUST BE REPLACED PRIOR TO FINAL OF BUILDING PERMIT. 6. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND S:00 P.M. THIS INCLUDES CONSTRUCTION HAULING. 7. PER MUNICIPAL CODE SECTION 18.08.090, NO STORM WATER OR UNDERGROUND WATER DRAINING FROM ANY LOT, BUILDING, OR PAVED AREA SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THIS WATER BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. REGARDLESS OF THE SLOPE OF THE SOURCE PROPERTY, SUCH WATER SHALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING. 8. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY'S WATER DEPARTMENT FOR CONNECTION FEES. DOMESTIC WATER SERVICES 2" AND OVER SHALL BE INSTALLED BY BUILDER. 9. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY. 10. ALL DEBRIS/GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT- OF -WAY OR THE STORM DRAIN SYSTEM. 11. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK. J 1 W 0 Z 0 a_ 0 10 4-( 30 50 0 20 40 GRAPHIC SCALE 1" = 30' P 100 MILL AVE PALOMA AVE 1 1304 Mills Aye, Burlingame, CA 94010 LOCATION MAP LEGEND DESCRIPTION BOUNDARY LINE LOT LINE EASEMENT LINE SIDEWALK WOOD FENCE CHAIN LINK FENCE RETAINING WALL DRIVEWAY DRAIN INLET AREA DRAIN DROP INLET MONUMENT F7RE HYDRANT ELECTROLIER WATER METER AC UNIT SANITARY SEWER LATERAL STORM DRAIN SANITARY SEWER STREET LIGHT CONDUITS WATER JOINT TRENCH HOUSE SERVICE SLOPE ARROW EXISTING CONTOUR PROPOSED CONTOUR OVERLAND RELEASE DIRECTION OF SURFACE DRA/NL4GE 5X SLOPE AWAY FROM BUILDING GAS LINE OVERHEAD ELECTRICAL LINE UNDERGROUND ELECTRICAL LINE DOWNSPOUTS W/SPLASH BOX TREE TO BE REMOVED ADJECENT GRADE SYMBOL - X 1 1 I 1 1 1 X - fp- — u SD SS SL W JT SVC ------< - — - 100 - — - GAS — OE — UE m AG SHEET INDEX COVER SHEET BOUNDARY AND TOPOGRAPHIC SURVEY GRADING AND DRAINAGE PLAN CONSTRUCTION DETAILS EROSION AND SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES (BMP SHEET) CITY STANDARD DETAILS ENCROACHMENT PERMIT NOTES CO B1-B2 C2 C3 C4 C5 REVIEWEL 3URUNCAMEBtBt; DEPARTMEN fits plan check shall not be construed to be a permit For or and approval of any violation of the provisions of of DurIingamegulkiangcod� iPPROVALPENDING RNAI MELD INSPECTION ?EVIE►WFD BY -_---DATE RFVI SInNS C C C et1A-irok../ PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-2. CONSULTING CIVIL LC o a rr a zLI wC m C N2 a v GRADING & DRAINAGE PLAN COVER SHEET w Q J Jco CALIFORNIA BURLINGAME, SHEET CO OF 9 SHEETS w C LLJ w N53°15'00'W 147.00' LEGEND N53°15'00'W 120.00' LOT 22 R1 LOT 21 N36°45'00"E 45.00 - I to Io I N36°45'00"E 49.17' N `V R1 LOT 20 R1 FOUND CITY MONUMENT LOT 19 v R1 ILLS AVE N36°34'59"E 236.70' N38°39'28"E 245.19 R1 (BASIS OF BEARINGS) LOT 18 R1 N N36°45'00"E 375.00' LOT 17 R1 N36°45'00"E 236.70' - --200--- - --200--- x () x AOA O.H. PWR O.H. TEL SS 0 0 EXISTING CONTOUR LINE NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED RECORD INFORMATION CENTERLINE CURB INLET CURB LINE DRIVEWAY APRON ELECTROLIER x FENCE FIRE HYDRANT FLAT GRATE INLET OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SIGN STORM DRAIN LINE STORM DRAIN MANHOLE UTILITY BOX UTILITY POLE WATER LINE WATER METER WATER VALVE ELECTRIC METER WATER HEATER GAS C C ED C.� C LOT 16 N53° 15'00'W 200.00' R1 FOUND CITY MONUMENT LOT 15 R1 LOT 14 R1 N36°45'00"E 50.00' 5'00'W 1 20.00' LOT 13 z R1 BENCHMARK: ELEV. 1 2.64' MAG NAIL LOT 12 R1 0 0 z A°N NO.: 026-071-110 LOT GROSS AREA: 6,000± SF v ILLS AVE JJ N36°45'00"E 50.00', SJ JJ LOT 11 R1 LOT 10 R1 N53° 15'00'W 120.00' N36°45'00"E 50.00' ,- 1 1.42' 36°45'00"E 290.00' FOUND MAG AND TAG RCE 20858 FOUND MAG AND TAG RCE 20858 LOT 9 R1 JJ 1 1.42' 10 30 47( 50 0 20 40 GRAPHIC SCALE 1" = 30' 100 BASIS OF BEARINGS THE BEARING NORTH 00°15'00" EAST OF THE CENTER LINE OF MILLS AVE AS SHOWN ON THAT RECORD OF SURVEY MAP FILED FOR RECORD IN BOOK 37 OF MAPS PAGES 32, SAN MATEO COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. REFERENCES: R1 BURLINGAME GROVE 46-M-4 R2 RECORD OF SURVEY 37-M-32 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 12.64' (NAVD88 DATUM) ABREVIATIONS APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK CAN CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRIVEWAY DS DOWNSPOUT FF FINISH FLOOR FL FLOW LINE ELEVATION GFF GARAGE FINISH FLOOR IP IRON PIPE L CURVE LENGTH R# REFERENCE DOCUMENT M-M MONUMENT TO MONUMENT O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE PCL PARCEL P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY PUE PUBLIC UTILITY EASEMENT WLE WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. rltVItWtLJ ;URLINGAME Bthis planBLLDD GshaIl DEPARTMEN-� not be construed to be a permit Foror and apProrol of any +iolation of theproNsbns of�f SL1.PPROVALPENDING NA REID INSPECTION 'EV FWFn qv DATE 0 0( 4.1 C PORFIRIO OSCAR OSUNA No. 8921 Exp. 9-30-22 PORFIRIO OSCAR OSUNA PLS 8921 EXP. 9-30-22 CONSULTING CIVIL ENGINEERS & LAND SURVEYORS re) M N O U 0_ Q Q a CALIFORNIA 1304 MILLS AVE APN:026-071-110 0 0 U E 0 SHEET 9 OF 8 SHEETS ---200-- () LEGEND x EXISTING CONTOUR LINE NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED RECORD INFORMATION CENTERLINE CURB INLET CURB LINE DRIVEWAY APRON ELECTROLI ER x x — FENCE FIRE HYDRANT FLAT GRATE INLET O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE ss SANITARY SEWER LINE O SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT SIGN SD STORM DRAIN LINE O STORM DRAIN MANHOLE UTILITY BOX - o- UTILITY POLE w WATER LINE W WATER METER WATER VALVE EM ELECTRIC METER wH WATER HEATER n GAS LOT 13 R1 EX GROUND EL. 15.40 EX GROUND EL. 14.55 GFF 15.98 EX. GARAGE X X GFF 15.52 8' SS SS SS SS SS SS SS SS BENCHMARK: ELEV. 12.64' MAG NAIL If TREE TREE 15.5 N36°4 14" TREE 6" TREE 'E 50.00' + <o 5" TREE 5" TREE z /////// / ,f,////// / 7//I / / j / LOT 12 / / R1 j APN NO.: 026-071-110/ / LOT GROSS AREA: 6,000± SF / / EX. HOUSE b / ////// FF 18.22 EX. ORCH ss ss _ss >, x 7.0'---- EX. CLEANOUT EX. CLEANOUTr 0.00' TREE N EX GROUND EL. 15.60 ELECTRIC METER GAS METER - EX GROUND EL. 14.35 0 0 LOT 11 R1 N5315'00'W 120.00' 8TREE SS SS SS SS SS Ss EX. WATER METER 11.42' N36°45'00"E 290.00' SS SS SS SS SS SS SS V LLS AVE +�y SS SS S SS SS - SS EX. WATER VALVE SS SS V SJ 10 4-( 30 50 0 20 GRAPHIC SCALE 1" = 10' 40 BASIS OF BEARINGS THE BEARING NORTH 00°15'00" EAST OF THE CENTER LINE OF MILLS AVE AS SHOWN ON THAT RECORD OF SURVEY MAP FILED FOR RECORD IN BOOK 37 OF MAPS PAGES 32, SAN MATEO COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. REFERENCES: R1 BURLINGAME GROVE 46-M-4 R2 RECORD OF SURVEY 37-M-32 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: PROJECT BENCHMARK 000.00' (NAVD88 DATUM) ABREVIATIONS APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK CATV CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRIVEWAY DS DOWNSPOUT FF FINISH FLOOR FL FLOW LINE ELEVATION GFF GARAGE FINISH FLOOR IP IRON PIPE L CURVE LENGTH R# REFERENCE DOCUMENT M-M MONUMENT TO MONUMENT O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE PCL PARCEL P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY PUE PUBLIC UTILITY EASEMENT WLE WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. illtvltVV�L� JURLINGAME 3LDG DEPARTMEN' This plan check shall not be construed to be a permit =oro, and approval of any isolation of the prOvlslons of ,f Durtingame Building Codes PPROVALPENDING FINAL MELD INSPECTION iFyl Arcr•, qv • _. __DATE C C C o PA. LAN PORFIRIO OSCAR OSUNA No. 8921 Exp. 9-30-22 PORFIRIO OSCAR OSUNA PLS 8921 EXP. 9-30-22 1304 MILLS AVE APN:026-071-110 CALIFORNIA co 0 0 ct SHEET BT 2 OF 9 SHEETS 0 • 0 Z a UFO ZUU ti�Q OCO.�O � �Q oQ� ti , Ct ZZW 0U2 2p 1YU 4.1 �JO o ce =ze °o 0 20J� 14-1Ww J U om `U OOZ- U_O 0 Li Oj� j • z 1-L-ZOLL Koko >-WW W2 Qz zi CO j Ojz ono? O J-O� ._ 0 0 Ct E:c=O ti2ZU Ct U c� • W �oo(r) 4444III1 J UCVIO A BBREVATIONS AC = ASPHALT CONCRETE AD = AREA DRAIN AG = ADJACENT GRADE AT FOUNDATION BC = BEGIN CURVE BS = BOTTOM OF STAIR BU = BUBBLE UP BVC = BEGIN VERTICAL CURVE BRW = BOTTOM OF RETAINED GRADE AT WALL CB = CATCH BASIN CL = CENTERLINE CO = CLEANOUT DS = DOWNSPOUT WITH SPLASH BOX EC = END CURVE ELEV. = ELEVATION EVC = END VERTICAL CURVE EX. = EXISTING F/C = FACE OF CURB FF = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT FL = FLOW LINE GB = GRADE BREAK GFF = GARAGE FINISH FLOOR HP = HIGH POINT HC = HANDICAP UNIT INV = INVERT LP = LOW POINT PAD = PAD ELEVATION PCC = PORTLAND CEMENT CONCRETE PL = PROPERTY LINE PV = PAVEMENT GRADE PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTION RCP = REINFORCED CONCRETE PIPE ROW = RIGHT OF WAY S=.004> SLOPE SD = STORM DRAIN SDMH = STORM DRAIN MANHOLE SG = SUBGRADE ELEVATION SS = SANITARY SEWER SSMH = SANITARY SEWER MANHOLE STA = STATION TC = TOP OF CURB TF = TOP OF FENCE TRW = TOP OF RETAINED GRADE AT WALL TS = TOP OF STAIR TW = TOP OF WALL VCP = VITRIFIED CLAY PIPE WM = WATER METER WV = WATER VALVE ss ss ss RECONSTRUCT ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING THE SITE (E) 15.93 50 L.F. WOOD FENCE WITH PRESSURE TREATED KICKER BOARD - 1' RET. MAX 14" TREE 6" TREE E) 15.93 N36°4 0 E 5u.uu 10 30 50 0 120 L.F. WOOD FENCE WITH PRESSURE TREATED KICKER BOARD (N) 15.98 (E) 15.90 ROOF OVERHANG. B C2 AD RIM 15.59 INV 13.59 27.77'-SD 6" PVC @1% 0.57' GIs • ,>:)-1 (N) 15.98t (E) 15.72� C2 AD RIM 15.59 INV 13.31 12.26'-SD 6" PVC ©1% AD RIM 15.48 INV 13.19 12.26'-SD 6" PVC ®1% AD RIM 15.32 INV 13.07 12.26'-SD 6" PVC ©1% AD RIM 15.17 INV 12.95 9.33'-SD 6" PVC ©1% 7s. n 67Ji 7s 7 8J 7 PROPOSED STORM WATER INFILTRATION/DETENTION UNDERGROUND SINGLE 36" SLOTTED PVC OR HDPE PIPE, HOLES FACING DOWN, LAID FLAT. FOR STORING EXCESS RUNOFF BY POST -DEVELOPMENT. SEE DETAIL E ON SHEET C2 AN ENCROACHMENT PERMIT FROM THE ENGINEERING DEPARTMENT IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT -OF WAY. SEE SHEET C6 FOR NOTES Ss ss ss FO' (N) GFF 15.98 (N) 15.98 E) 16.22 (N) 1;5.8 -1.0% n n 15.98 ( ) 15.36 GRADE BREAK LINES (TYP.) AD RIM 15.38 INV 13.50 AD RIM 15.77 INV 13.77 0 0 \ o 0.5% 5 TREE o R THIS PROJECT CREATES AND/OR REPLACES 2,500 SF OR MORE OF IMPERVIOUS AREA, THEREFORE, IT SHALL COMPLY TO THE FOLLOWING SITE DESIGN MEASURE(S): 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 1.a. INSTALL SPLASHBOXES AT ALL DOWNSPOUTS LOCATIONS. REFER TO ARCHITECTURAL PLANS FOR ACCURATE DOWNSPOUT LOCATIONS (TYP.). (N) FF 16.70 " TREE II )D� 0 (N) `. 7 9.01' (E) 12.90 THIS PROJECT IS REQUIRED TO BE ALL ELECTRIFICATION IN ACCORDANCE WITH THE CITY OF BURLINGAME REACH CODE ORDINANCE #1979 WHICH WENT IN TO EFFECT ON OCTOBER 16, 2020. TC 12.45 FL 12.00 (N) DRIVEWAY APPROACH PER CITY STANDARDS. SEE DETAIL SW-1 (PAGES 1 TO 3). SHEET C5 55 N36°45'00"E 290.00' 55 S r- 1 7-71 JI 7" TREE V V BOLT (N) 4" SAN. - - PVC ©2% MIN. AFTER C.O. at (E) 15.78 6.11'-SD 6" PVC ©1% N`D'S`L ,�N3• (N) 15.87 I1 (E) 15.24 Io rn 41. / 13.0 10.0' w o-7 w �I D DOWN GRATE RIM 14.26 - INV 10.26 0 0 N36°45'0O"= 50.00' EM F1 I. �N5 (6N iN �NN• 69 I I AD RIM 15.29 INV 13.29 25.39'-SD 6" PVC ©1% 20 GRAPHIC SCALE 1" = 10' SYMBOL INDICATES SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAY BE USED (TYP). AD RIM 15.08 INV 13.04 12.22'-SD 6" PVC ©1% AD RIM 14.96 INV 95.64 12.23'-SD 6" PVC ©1% (N) 14.80 (E) 14.72 AD RIM 14.81 INV 12.92 12.22'-SD 6" PVC ©1% (N) ELECTRICAL METER AD RIM 14.69 INV 12.80 4.87'-SD 6" PVC ©1% 7.08'-SD 6" PVC ©1% PROPSED FIRE SYSTEM LINE (DESIGNED BY OTHERS) (N) 1" DOMESTIC LINE WATER (N) WATER BACKFLOW SEE DETAIL W-1780 SHEET C5 (E) 13.10 ss " SAN ss - 9.40 12.62 (N SIDEWALK 248 F`' -n 3% (N) CLEANOUT PER CITY STDS. MCQiQSI'„ NEAWfrARY EX. MAN HOLE LATERAL @ 2% MIN SLOPE, PER CITY STANDARDS. -0.3% TC 12.38 FL 11.91 EX. CLEANOUT TO REMAIN EX. CLEANOUT TO REMAIN EX. 8" SANS' REE 5s ABANDON EX 4" SANITARY LATERAL. - CONTRACTOR TO FIELD VERIFY LOCATION. 40 N53` 15'00'W 120.00' ss ss EX. WATER METER TO BE PLUG AND ABANDONED (N)T" WATER METER ?At7 SEE DETAIL W-1780 SHEET C5 TC 12.32 FL 11.84 SS-- ss 11.42' SS EX. MAN IEW D'� u UJ A TMEN net be - onstrued to be a Permit *OW _Ind approval of any isolation of the provisions of )f Durlingame Building Codes PPROVAL PENDING FINAL WELD INSPECTION RV - - DATE z 0 W C C C t/.Q..., e..' PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 421 LLJ DEct MIL" Owl zs Wa 0 r) 1 N N N 03 0 J w I - N 0 0 • c a) izo c a) 0 c rn 0 0 rn 0) 0 w rn 0 Z rn z a_ w 0 coo z_ NQ I..L 0 0 z 0 L.L 0 LLI J F- F- CALIFORNIA BURLINGAME, Checked: 0.0 0 SHEET Cl OF 9 SHEETS z o O n, Zvi CC 000 )• kO x oe3 tioo =w Zo I2 UALAJ 0o 0 � 0 CO 0Up�O co Et 2 I �o°oo m�WW WezZ Ct �ZZO � L 1— Uj aen- o oticrv, m ZQQz ti�2U Lu L4?U CD CtIR ti U��o 5 3/4" A:,*� USE 6' ATRIUM GRATE NDS NOTE: ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE ADJACENT GRADE AND FF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE ENGINEER BEFORE MAKING ANY CHANGES. FINISH FLOOR (FF) SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM — BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAY BE USED. NOTE: ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE ENGINEER BEFORE MAKING ANY CHANGES. REVISIONS \ /I � 18" �< U� LESOTHERWISE. —� I— s 3/a" } C>C I 18" MIN 8" MIN 5%> FINISH FLOOR (FF) PRACTICAL LONGITUDINAL SWALES MAY BE USED. „� 6" P.V.C. DRAIN PIPE W o 3 5/16 LENGTH AS REQUIRED VARIES CRAWL SPACE \ \ / //�//�// \/�\��' 4 a �—Q 4 5%> WYE FITTING SEE 6" OR 8" SOLID P.V.C. SEE 45. ELL 6" P.V.C. DRAIN PIPE \'''.* ° a \ \/\/\/\ /, / A /,//`/,/\,\\.�� /\/\\�‘ ///\\/\\%��\��\ �\ / /� PLAN. CONNECT TO STORM LENGTH AS REQUIRED CO DRAIN ADJACENT GRADE FLOW CAP LANDSCAPE DRAIN DETAIL ADJACENT GRADE N.T.S. < < < < < N.T.S. *Exp. QOESSIokt \��ScOCg4) o G ` �` No. 70829 6-30-23 lFOF CPS-\' Z i - A NOT USED H I I REI DRI I N DETI I L C 7-YPI CI L FO UNDI TION FF GROUND SECTION D T YPI CI L FO UNDI TION GFF GROUND SECTION SLOPE FOR AREAS, BUILDING AREAS, NOT SWALES 5% AWAY FROM BUILDING GROUND/LANDSCAPE OR 2% AWAY FROM FOR HARDSCAPE FOR TEN FEET UNLESS PRACTICAL LONGITUDINAL MAY BE USED. USE GRASSY SWALE MATERIALS TO MINIMIZE SEDIMENTS OR OTHER .- 42e.evt, Lo.,,, PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 • O 1 % M I N . > 24" WELDED HDPE WITH GRATE BOLTED (TYP.) <1 % MIN. RISER DOWN / VARIES 2% MIN.> / 1.5' 1.5' i \1 <VARIES 2% MIN. \i \I '\\/// 2 / /\ -- I\ // // /�/> Z O ®OSUNA ENGINEERING INC Planning ! SurveyiEEng ICivil Engineering. CONSULTING CIVIL ENGINEERS & LAND SURVEYORS 117 BERNAL RD. STE. 70-336 TEL. (408) 772-4381 SAN JOSE, CA 95119 Infol osunaengineering.com \ <\,\/\\/\\<\\ / \ PERMEABLE FILTER FABRIC £ NOT USED C EARTHEN SWALE DET//L )C J O�,0 )o oo • o �� off. ROOF DOWNSPOUTS. - S .0 MIL. VISQUEEN @ BOTH SIDES OF TRENCH 11 0 0 .�ii=�. ' o �� fl' .S si �� -.� o p fib 0 0 o v `•� • =� o ca o "1, • Yi ircibir� �" ��.�." 0 0 iw tp15 i "I '� � i i ``:. \ I 36" DIAMETER - 8 LINEAL FEET LONG STORAGE HDPE PIPE. DRAIN ROCK ;_; 'w -0, 7D705 \� SEE ARCHITECTURAL PLANS FOR NIITERHOUSE LOCATIONS PRECAST EQUAL)SPLASH BLOCK. SLOPE AWAY FROM BUILDING 2% MIN. ON IMPERVIOUS SURFACES. SLOPE AWAY 5% MIN. ON PERVIOUS SURFACES. GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS 1304 MILLS AVE BURLINGAME, CALIFORNIA Date: 10/14/21 woai. iw- 1-;411o.-o a` �� ,t),--- <,_ 1 HOLES @ EVERY 24 O.C. SUBGRADE PERMEABLE FILTER FABRIC OR SAND TO BE PLACED AT BOTTOM OF AGGREGATE Checked: 0.0 I11" mod" SP.ASH I___ �- II_II�II_Il..f I.I II EMBED SPLASH BOX IN 4" CONCRETE OR MORTAR '�I�V'ItVVtL BLOCK/DOWNSPOUT DETAIL ,JRLINGAMEGLDCDEPARTME_ Designed: J.0 N.T.S. Project No.: 2093 N.T.S. 'his plan Cheek shall not be .:onsfrued to be a permit -or,of and approval of any notation of the PNVIsIOns of )f Durlingame Boding codes APPROVAL PENDING ANAL FIELD INSPECTION IE�FD9Y _____ __DATE_ _ N.T.S. SHEET C2 OF 9 SHEETS F STOR// WITER INFILTRATION/DETENTION TRENCH DETAIL / / NOT USED / SPLASH BLOCK/DOWNSPOUT DET/ IL CD O zk 0 VU R�Q 0 CC �Wc( z• �W 0 0 U vi Z �jo 0 z2 o?o 0• ? jQW O 0 =zQ 0o CD k oz? c� om co oo• Jz ZZ• j Oj� 0ZO� Koko w mQLJLJ N•JQ�J WQ=2 (f)WJ Lif Cl. WWti Oj • Li cc 14..CT1+4 oe Q�1—m CD LLIQZCD Lij J 1 O J (...D QJCS—) W� tiLLJ W J V(r)(f)o 10 INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET 30 50 0 20 40 GRAPHIC SCALE 1" = 20' INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET CONSTRUCTION ENTRANCE, SEE DETAILS ON THIS SHEET. AS AN ALTERNATE CAN LEAVE EXISTING PAVEMENT INSTEAD. NO DIRT TRACKING TO THE STREETS ALLOWED APPROXIMATE STOCKPILE AREA. CONTRACTOR TO COVER WITH EROSION CONTROL BLANKETS OR PLASTIC TARP. TERIAL STORAGE BIN EQUIPMENT LAYDOWN AREA PORTABLE TOILET CONSTRUCTION PARKING NOTES: 1. PROTECT ALL INLETS IN THE PUBLIC STREETS SURROUNDING THE SITE. 2. ALL ON -SITE LANDSCAPE AREA DRAINS TO BE CAPPED OR PROTECTED UNTIL LANDSCAPING IS FINISHED. 50' MIN ALL FIBER ROLLS SHALL NOT ENCROACH OVER PROPERTY LINE INSTALL FIBER ROLLS. SEE DETAIL ON THIS SHEET " THICK AGGREGATE SLOPE AWAY II T I I I I I I I C I 500X MIRAFI (OR EQUAL) ON EXISTING GROUND PUBLIC RIGHT-OF-WAY I I -III -1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50' MIN O O O O O O_ O_ O 0 0 _ O O O_O_O_O_O *STONES TO BE 3"-4" AGGREGATE PUBLIC RIGHT-OF-WAY MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. THIS SHALL BE DONE AT AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N. T.S. REBAR LEGEND PROPOSED DESCRIPTION 0 0000C 000000000C MAINTENANCE NOTES SITE BOUNDARY STABILIZED CONSTRUCTION ENTRANCE 2"-3" ROCK (MIN) FIBER ROLL INLET PROTECTION MAINTENANCE IS TO BE PERFORMED AS FOLLOWS: 1. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY. 2. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED. 3. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED. 4. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO A DEPTH OF 1 FOOT. 5. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. RILLS AND GULLIES MUST BE REPAIRED. INSTALL 5 STAKES TYP. FILTER FABRIC EXCAVATE 4" DEEP CUP FOR CIRCULAR WATTLE TO SIT IN INLET 10" STRAW WATTLE PLAN VIEW 10" STRAW WATTLE N FILTER FABRIC DRIVE STAKE 18" BELOW GROUND NOTE: LANDSCAPE INLETS THAT ARE NOT PROTECTED MUST BE CAPPED ECTION TO PREVENT ANY UNTREATED FLOW ENTERING THE INLET ALTERNATE FIBER ROLL INLET PROTECTION MAY BE USED IN LANDSCAPE AREA DRAINS N.T.S. REBAR 4 SILT SACK a REBAR TO EXTEND BEYOND INLET THROAT SILT SACK POCKET - a 40 P. 4° I p 4, a 4 a CALIFORNIA MODIFIED SILT SACK REED & GRAHAM, INC. (OR EQUAL) BEFORE & AFTER STREETS ARE PAVED N.T.S. EROSION 8c SEDIMENT CONTROL NOTES 1. NOT USED 2. THE DEVELOPER IS RESPONSIBLE FOR ENSURING THAT ALL CONTRACTORS AND SUBCONTRACTORS ARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION BEST MANAGEMENT PRACTICES WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND/OR STOP ORDERS. 3. ANY VEHICLE OR EQUIPMENT WASHING/STEAM CLEANING MUST BE DONE AT AN APPROPRIATELY EQUIPPED FACILITY WHICH DRAINS TO THE SANITARY SEWER. OUTDOOR WASHING MUST BE MANAGED IN SUCH A WAY THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, CLEANING AGENTS OR OTHER POLLUTANTS TO THE STORM DRAINS. WASH WATER SHALL DISCHARGE TO THE SANITARY SEWER, SUBJECT TO REVIEW AND APPROVAL OF UNION SANITARY DISTRICT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER CONTROL AND SWEEPING OF ALL PAVED SURFACES DURING CONSTRUCTION. 5. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 15. EROSION CONTROL MEASURES ARE TO BE FUNCTIONAL PRIOR TO OCTOBER 1ST OF ANY YEAR GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. 6. ALL ON -SITE STORM DRAINS SHALL BE CLEANED IMMEDIATELY BEFORE THE START OF THE RAINY SEASON BEGINNING ON OCTOBER 1ST EACH YEAR, SUBJECT TO THE REVIEW OF THE BUILDING/ENGINEERING INSPECTOR. 7. IF RAINY WEATHER BECOMES IMMINENT, GRADING OPERATIONS SHALL BE STOPPED AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PROTECT DISTURBED AREAS. 8. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 9. CONSTRUCTION ENTRANCES SHALL CONSIST OF A MINIMUM 8" THICK LAYER OF 3"-4" FRACTURED STONE AGGREGATE UNLAID WITH GEOTEXTILE LINER FOR A MINIMUM DISTANCE OF 50 FEET, AND IS TO BE PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. THE DEPTH AND LENGTH OF AGGREGATE MAY NEED TO BE ADJUSTED IN THE FIELD TO ENSURE NO TRACKING OF SEDIMENT ONTO EXISTING PAVED STREETS. CONSTRUCTION ENTRANCES SHALL SLOPE AWAY FROM EXISTING PAVED STREETS. 10. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL MEASURES ARE TO BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTORL MEASURES TO THE SATISFACTION OF THE CITY ENGINEER. 12. NO STRAW BALES OR SILT FENCES SHALL BE USED AS EROSION CONTROL MEASURES. SILT FENCES MAY ONLY BE USED AS A PHYSICAL BARRIER TO PREVENT VEHICULAR AND PEDESTRIAN TRAFFIC FROM USING NON -APPROVED ACCESS POINTS (E.G. - ALONG RIGHT-OF-WAY). 13. ALL DISTURBED AREAS INCLUDING FLAT PADS ARE TO BE TREATED WITH STRAW AND TACKIFIER AT A RATE OF 2 TONS PER ACRE APPROXIMATELY 3 INCHES THICK. SUPPLEMENTAL EROSION 8c SEDIMENT CONTROL NOTES 1. SEE STANDARD EROSION & SEDIMENT CONTROL NOTES ABOVE. 2. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO OCTOBER 1 OF ANY YEAR. GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. 3. CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC ENTERING ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. 4. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ANY MUD OR DEBRIS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED DAILY AND AS REQUIRED BY THE CITY. 5. INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF SEDIMENT. 6. THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN THE FIELD. NOTIFY THE CITY REPRESENTATIVE OF ANY FIELD CHANGES. HINGE POINT 3:1 SLOPE MAX. AC PAVEMENT AGG. BASE PLACE STRAW WATTLES IF VERTICAL RISE FRONT YARD SLOPE DETAIL AFTER STREET ARE PAVED N.T.S. TOE OF SLOPE DRIVE STAKE 18" BELOW ROLL 4' O.C. TOP OF SLOPE FIBER ROLL EXCAVATE 4" DEEP CUP FOR CIRCULAR ROLL TO SIT IN FIBER ROLL INSTALLATION DETAIL N.T.S. REViEVVtL) ;URLINGAME BLDG shall This plan check be construed to be a permit *oror and approval of any violation of the proylslons of )f Budingome Building Codes 1PPROVALPENDING FINAL MELD INSPECTION ,EVIErrn RV DATE z 0 LLI Lu Q�pFESS/ONE op 0SCq� F� �0 O`rG Z No. 70829 AP Exp. 6-30-23 CIV1\- OF CPS-\F PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 Z -J 0- 0 U 0 C!) 0 w Q J J 2 r CALIFORNIA BURLINGAME, Checked:• 0.0 0 iS (1) th SHEET C3 OF 9 SHEETS ? 3 000 UU Is"Q Lu �kCC ZI-W amok. o, 0CcCc 2 W ozo �YU °02 CW J ?Q (-3o ?oJ� j'KW J � OCO W o J? � �o ��zz oo2� oCC oOLo Uw mWW 0, oQcJ oJQW LesLaj �WLU� Oj�� o�o QoLL. ez 0Q Q�I_m J O ZCt (ri as kQQZ ti22U WC(WW QJo14-1 ooQ� U O "0""eleamme, SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BNIPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -hazardous Materials ❑ Berm and cower stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use l but don't overuse) reclaimed water for dust contrc 1. Hazardous Materials Label all hazardous materials and hazardous wastes (such a. pestickles, paints. thinners. solvents, fuel, oil, and antifreeze) in accordance once with city. county. state and federal regulations. ❑ Store hazardous matcriatsand 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 manufiiettirerts application instructions for haiardous 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 ail hazardous waste. Waste Management Li Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. • Check waste dispmial containers frequently for leak and to make sure they are not overfilled. Never hose down a durnpster on the construction site_. t❑ Clean or replace portable toners, and inspect them frequently for leaks and spills, U Dispose of all wastes and debris properly. Recycle materials and wastes that c;n be recycled (such as asphalt,, concrete, aggregate base materials. woods gyp board, pipe, etc. ,b LJ Dispose of liquid residues from paints, thinners solvents~ glues. and cleaning fluids as has:rdous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective peri.tneter controls and stabilize all constroction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any suet tracking immediately and secure sediment soup to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control i taint€trance and Parking Designate an urea. fitted with appropriate BMPs, for vehicle and cquiprncra parking and storage. ❑ Perform major maintenance, repair jobs. and vehicle and equipment washing off site. LI if refuelingg or vehicle maintenance must he done onsite, work in a berated area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. LI If vehicle or equipment cleaning must be done onsite c lean with water only in a permed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. 0 Do riot clean vehicle car equipment onsite using soaps„ solvents, degreasers. or steam cleaning equipment. Spill Prevention and Control Keep spill cleanup materials (e.g.. rags, absorbents and eat litter) available at the construction site at all times. ❑ Inspect 14chicks 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. LI Do not hose down surfaces where fluids have spilled, Use dry cleanup methods (absorbent materials, eat litter, and/or .rags). L Sweep up spilled dry materials immediately. Do not try to wash them away with water. or bury them. LI Clean up spills on dirt areas by digging up and properly disposing of contaminated soil LI Report significant spills immediately. You arc required by law to report all significant releases of hazardous materials, including oil. To report a spill: I) vial 911 or your local emergency response number, 2) Call the Govemor‘s Office of Emergency Services Warning 'enter. (gOO) 852-755D (24 hots). Earthmoving Li Schedule grading and excavation work during dry wather. 10 Stahilizc•all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. L] Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. LI Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate $M P's, such as fiber tolls, silt fences, sediment basins, gravel bags. berms, etc. 0 Keep excavate soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils 1 f any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control bard - Unusual soil conditions, discoloration4 or odor. - Abandoned underground tails_ - Abandoned wells - Buried barrels, debris, or trash.. Paving/Asphalt Work LI Avoid paving and seal coating in wet weather or when rain is t"orecast, to prevent materials that have not cured from contacting stormwater runoff.. ❑ Covers torn drain inlets and rnanholes when applying seal coat, tack coat, slurry seal, fog gal, etc. Collcet and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters, El Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal Q Protel2 G nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. 0 Shovel, abosorb, or vacuum saw -cm slurry and dispose of all waste as soon as you are finished in one location or at the end of each work dawn• (whichever is sooner!). LI If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application Li Store concrete, gout. and mortar away from storm drains or waterways, and on pallets under cover to protect them from raise, runoff, and wind. LI 'Wash out concrete equipment/trucks ,:-dire or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent Leaching into the underlying soil or onto surrounding area:. Let concrete harden and dispose of as garbage. C! When washing exposed aggn`gate, prevent w ashwater from entering storm drains, Block any inlet. and vacuum guncrs. hose washwater onto dirt auras, or drain onto a boned surface to be pumped and disposed of properly. Landscaping Cl Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. Li Stack bagged material on pallets and under cover. CI Discontinue application of any erodible landscape material within 2 days before a forecast cast rain event or during wet weather. Storm drain polluters may be liable for fines of up to `. 10000 per d Painting & Paint Removal Painting Cleanup and Removal Li Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. 0 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 excem liquids as hazardous waste. 13 Paint chips and dust from nun-zarc 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. L. based paint removal requires a state - certified contractor. Dewateri n g Ll 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 I,rour Local wastewater treatment plant. Ll Divert run-on water from offsite away from all disturbed areas. Li 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, Li 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 Avttvvtu treatment and proper disposal, 'URUNGAMt= 3LDG DEPARTME Yhls plan check shall not be construed to be a permit oror and approval of any violation of the provisions of 4 Burlingame Building Codes °DROVALPENDING FINAL =IELD INSPECTION `�1PIfdeAfzr: qr PATE 0 4.1 0 0 PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 r) N 0 N 0 CALIFORNIA BURLINGAME, 0 0 0 SHEET C4 OF 9 SHEETS CD ZO W ()Li ti�Q WZ� 0C.)CC 0 Lu I-W ooz OQ� ct �JO Z=W 0 cY (r)oZ 0LJ U0� 0o U �WQW J 0 m_`� i ooQ� 0 c 0 �• z ooc ° L'• OQCJ WQ'cz Lrzm �W� 4.1ZZO JL�U' W W ti Oj=� 4'�o QC(o� 14,1 ti Cr) "ice Q c1 � n'Ll ��z0 O QZ ��WW 0 Li Q J Q oLLJ olyLLQ CU)CenC=O ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH,ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE COMPLETE THE "WATER DEMAND WORKSHEE I" FOR DETERMINING THE WATER SERVICE AND ML I ER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF BURLINGAME WEB SITE AT HTTP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: 17 TO IRRIGATION SYSTEM HOSE BIB WITH - BACKFLOW PREVENTION ASSEMBLY VACUUM BREAKER TYPE: `5- BRAND: MODEL#: PRESSURE REDUCING 0 VALVE (IF NEEDED) SIZE. SEE NOTE HOUSE VALVE --- • TO FIRE SYSTEM BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: SIZE: i- METER �•,� CUSTOMER SERVICE SIZE TO BUILDING. PSI CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE- ., SERVICE SIZE TO WATER METER: f. "R WATER METER SIZE: IN /_ / NOTE: 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX •1 A a"p""r,.� : TYPICAL RESIDENTIAL WATER SERVICE DETAIL (WITH FIRE SYSTEM) DATE I NOV 2012 DRAWING NO. W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.0 APPROVED BY: DATE REVISION t BY APPR, S S S S S S EJ A WPJ SO' -0" I&Ax WPJ F SEE NOTE 18 EJ TYPICAL 5' SIDEWALK SCORING DETAIL N.T.S_ 1 FOEND S - SCORE LINE EJ = EXPANSION JOINT WPJ WEAKENED PLANE JOINT i-~ I I I ► I I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) 1 . I -PLANTING.,. - I STRIP I DRIVEWAY APPROACH ; PLANTING STRIP ,. (SEE NOTE 7) 6" WIDE CURB I ETE7)/!//// +-- 1' DIRECTED MIN. OR AS BY THE CITY /%/f// I - 1' MIN. '- AS DIRT BY THE 18" GUTTER OR -+- MATCH EXISTING / %�//XI/IAc ScCN f///////Ci 6C§NCREE I_._ --.--0-..- 1.5" TO 2.0' I_.,_ ----- 1.5'-2.0' (TYP,) A B - SAW CUT. REMOVE. AND REPLACE 1' WIDE (MIN.) L 4`MIN (TYP. ) FULL DEPTH OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. 5' WIDE OR AS DIRECTED a BY CITY ENI NEER SLOPE AT 1/4" PER FOOT (2%) --.- a „ 4 #4 x12" DowELs OR #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SOIL OR ENGINEERED FILL, COMPACTED TO 90% RELATIVE COMPACTION NOTES 8 PLANTING STRIP (SEE NOTE 6) !% SECTION A -A N.T.S. 5' WIDE OR AS DIRECTED BY CITY ENGINEER SLOPE AT 1/4" PER FOOT (2%) -� SOIA OPTI ENGINOMP EERED FILL, COMPACTED TO 95% RE (SEE NOTES ON SHEET 3 OF 3) SECTION B-B N.T.S. 3' (SEE NOTE 2) TYP. SLOPE 8.33% MAx SLOPE 15% 6" - 1" 1' WIDE A.C. REMOVE/REPLACE - 6" #4 x12' DOWELS S N ,c,...0 a` 1.5" - OR CTED CITY SEE NOTE 14 1' WIDE-A.C. do CONCRETE REMOVE/REPLACE If FULL 1 DEPTH L SEE NOTE 14 SIDEWALK DETAIL, DRIVEWAY. CURB AND GUTTER APPROVED BY DEPARTMENT OF PUBLIC WORKS DATE 8/9/2017 DRAWING NO. SW-1 (1 of 3) r--A / SIDEWALK (4' MINIMUM) I 1 VARIES \ I L 1-IVEWAY APPROACH ( SEE NOTE 7) - 6" WIDE CURB 1 I' MIN. 18" GUTTER OR -► MATCH EXISTING MIN. OR AS BY THECITY I �_ �- ...- I' DIRECTED T DIRECCi c �/. / /%i� ✓ %.A.c/// 7/. / // /J�/ / %�/ / //:// //// / / )Y !//// / ! //y7/ f /,/l 1 1.5' TO 2.0' A PCP1 Arc 2.0' (TYI r1CP1 1' Wlrr 1.5' TO (UM 1 nII1 AW rl IT ACunvr A"n BACK OF SIDEWALK DEEP GROOVE COLD JOINT i (TYP. 4' MIN. 2% SLOPE OR AS D BY Y OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. a SEE NOTE 8 J • 4 trA >❑ CURS CI N VARIES TYP. SLOPE 8.33% MAx SLOPE 15% - I' WIDE (MIN.) A.C. REMOVE/REPLACE TO MATCH EXISTING ( g o• � /' /./- SOIL OR ENGINEERED EL TI ERCOMPATIOt�PRCTED SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. 4'(MI14.) SIDEWALK, 2% SLOPE DRIVEWAY GUTTER 1' MIN. OR AS V/ZAC.// / //////'. /i////////////./// 2' -+---- DRIVEWAY WIDTH VARIES (SEE NOTE 7) is SEE NOTE 14 / INDUSTRIAL AREAS PLAN VIEW N.T.S. / A.C. IMIN. OR AS _DIRT .TFD BY THE CITY SIDEWALK, DRIVEWAY, CURB AND GUTTER APPROVED BY DEPARTMENT OF PUBLIC WORKS DATE 8/9/2017 DRAWING NO. SW-1 (2 of 3) REQUIREMENTS FOR CONSTRUCTION OF SIDEWALK, DRIVEWAY. CURB AND GUTTER (UNLESS OTHERWISE APPROVED BY ENGINEER) SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. 2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND MULTI -FAMILY AREAS. 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION, 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND GUTTER. 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE MUNICIPAL CODE SECTION 12.04.060), 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8' MINIMUM. CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. 9. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS DEPARTMENT AT (650) 558-7300. 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND APRONS. 14 SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6"-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS- 17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT_ 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURS DRAIN INSTALLATIONS IF NOT PERMITTED. 19- PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SIDEWALK. #5x12" DOWELS ARE ALLOWED IF' APPROVED AND DIRECTED BY ENGINEER. #402" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW UNE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY_ SIDEWALK, DRIVEWAY, CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE 8/9/2017 DRAWING NO. SW-1 (3 of 3) RREVItVVtLI ;URUNGAME 13LDG DEPARTMEN 'his plan check shall not be )onstrued to be a permit ora .and approval of any isolation of the provisions of f DuriingameBuilding Codes 'PPROVALPENDING FINAL 'CV1FU1fIeF} MELD INSPECTION A. DATE 0 a CO PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6- 30-23 CONSULTING CIVIL ENGINEERS & LAND SURVEYORS Co rr) 1' 1 Cs1 0 U • c L a) a) C oc, a) • a c w - rn I- O 0 CD 1,0 rr) I O r` N I- 10 d � Q I U ZL,.1 UJ O CO O-7 Z • (- a CALIFORNIA BURLINGAME, Checked: 0.0 SHEET C5 OF 9 SHEETS O O 2 Vo U WZ� onoOC oo4-- 0Q� jCZ Cr) zW U?O oz CD J =�Q °o ZOJQ; • 4-1 J U om L' c Q• Lu UOTjO ��Q3 O0 • Z hoc 0:1iWw o�kJ aCL WQ2 CC WJ ZzO(r) o Q, o W Q Q Qo0Q, wCZ' ZCD moo, (/)�WW Q�0> OOL_J� U pv) �LJZ lu ~ U�ZZ (I)O CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT E.NGiNEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 ENCROACHMENT PERMIT PROCEDURES Anyone working in the City right-of-way, such as street, sidewalk area, public easements, and utility easements, is required to obtain an Encroachment Permit prior to starting work. Typical examples of the type of work requiring an encroachment permit includes, but is not limited to: • Sidewalk, driveway approach, curb and gutter repair or replacement • Curb drain installation or replacement • Sewer test, sewer lateral replacement and/or connection to City's sewer main • Remove and replace utilities related to Building Permit for new residence or construction • Trenching, excavation, or openings in City right-of-way • Water or fire service installation or replacement • Traffic control and/or pedestrian protection • Underground utility and overheard utility work in the City right-of-way • Block party (Residential) • Placing scaffolding in the City right-of-way • Debris box(es) or storage unit(s) in City right-of-way (stockpiling strictly prohibited) 2. An encroachment permit can be obtained by going to www.burlingame.org and submitting the encroachment permit via email at dpw@burlingame.org. 3. See Conditions for Issuance of Encroachment Permit for minimum requirements and submittals, such as diagrams of proposed work, commercial general liability (or comprehensive) and property damage insurance indicating the City of Burlingame as additional insured, and/or approved Building Permit plans, at the time of application. Issuance of an encroachment permit is subject to the completeness of required documents and review and approval by City Engineer. 4. Once the encroachment permit is approved and issued, the permittee must notify the Public Works Inspector forth - eight (48) hours prior to the initial start of work by emailing dpw(_a�burlingame.org. Public Works inspection hours are from 10:00am to 3:00pm. Public Works sewer and water inspection hours are from 8:00am to 3:00pm. Depending on the type of work, more than one Public Works inspectors may be involved. 5. Encroachment permit fees are non-refundable. If work was canceled and/or proposed work never began, refund of encroachment permit requires approval from Public Works inspector and City Engineer. 6. Encroachment permit refundable bond(s) are not refunded until Public Works Engineering Inspector, email dpw@burlingame.org, has reviewed the work and signed off on the permit as being complete. All approved refunds of refundable bond(s), whether payment was by check, cash, or credit card, will be made by check to the name and address listed under "REFUND BOND TO:" of the encroachment permit. Refunds generally take 30 days after work is completed and final inspection has been approved. 7. See Special Encroachment Application for construction of permanent and non -permanent fixtures within the City's right-of-way. Permanent fixtures include, but not limited to fences, retaining walls, columns, gates, walkway steps, landscaping structures, mailboxes, or other unmovable fixtures. Non -permanent fixtures include, but not limited to tables, chairs, flower pots, planters, and other movable fixtures. If you have any questions or require additional information regarding the Encroachment Permit process, please contact the Engineering Division at dpw@burlingame.org. Page 2 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 CONDITIONS IONS FOR ISSUANCE ENCROACHMENT PERMIT General Conditions I. Construction hours are restricted to weekdays and non -City Holidays between 8:00AM and 5:00PM; 2. A current City of Burlingame business license unless owner -builder is the applicant; 3. Commercial or general liability (or comprehensive) and property damage insurance indicating the "City of Burlingame. its officers, employees and agents are named as additional insured" (see attachment), If duration of the work exceeds insurance policy expiration date, applicant must renew encroachment permit prior to expiration date; 4. It is the responsibility of the permittee and/or contractor to notify Underground Service Alert (USA) at least 48 hours before any work for utility location and identification prior to the start of proposed work. 5. All construction work shall conform to the City of Burlingame Municipal Codes and City Standard Details and Specifications. 6. All construction work shall be done in accordance with the most current APWA-AGC Standard Specifications for Public Works Construction, the California Stormwater Quality Association's Stormwater Best Management Practice Handbook, and the City of Burlingame Stormwater Management and Discharge Control Ordinance (Municipal Code Chapter 15.14). A copy of the Stormwater Construction Best Management Practices can be found at http://www.flowstobay.org/brochures. Upon completion of the work, all stormwater protection measures shall be entirely removed and the right-of-way shall be left in as presentable a condition as existed before work started. 7. Replacement or construction of new above ground utility or structure within City's right-of-way is prohibited unless otherwise approved by City Engineer. Unapproved encroachment shall be removed and/or relocated at the sole expense of the permittee. Such removal and/or relocations shall be under the same terms and conditions as the initial installation allowed, pursuant to the permit; 8. Traffic control and/or pedestrian access plans are required for all work affecting sidewalk and traffic. Permittee shall obtain approval from City Engineer prior to any traffic detour, travel lane closure, sidewalk detour, sidewalk closure or encroachment including parking stalls, bike lanes, and shoulders. Permittee shall submit traffic control and/or pedestrian access plans to City for review. Plans shall show, at minimum the following: • A minimum sidewalk width of five (5) feet and bike path width of four (4) feet shall be maintained at all times for safe passage through the work area, where applicable. At no time shall pedestrians be diverted onto a portion of the street used for vehicular traffic. • At locations where adjacent alternate walkways cannot be provided, appropriate signs and barricades shall be installed at the I imits of construction and in advance of the closure at the nearest crosswalk or intersection to divert pedestrians across the street. • Warning signs, lights and safety devices and other measures required for the public safety, shall conform to the requirements of the California Manual on Uniform Traffic Control Devices. Traffic control for lane closures shall be in conformance with Caltrans Standard Plans for Traffic Control Systems. 9. Hauling routes must be submitted in writing and approved by the City, prior to the commencement of work. 10. Trees and shrubs within the City easements, right-of-way, and on private property adjacent to the work shall be protected from damages during construction. Contact and consult with the City's Parks Department prior to cutting tree roots over 2-inches in diameter at (650) 558-7330. 11. Excavations over five (5) feet in depth shall conform to Occupational Safety & Health Administration (OSHA) requirements and regulations. I2. Refund of the encroachment permit bond is subject to an inspection of the construction site at the end of the project. The construction site must be clear of all construction debris and in presentable condition as existed prior to the beginning of work. Permittee must remove all utility markings associated with the project; 13. Any public and/or private improvements damaged by the construction activities must be repaired or replaced in - kind to the satisfaction of the improvement owner and City: if applicable, at Permittec's expense; Page 3 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650) 685-9310 14. No storage of construction materials or equipment shall be placed in the public right-of-way. ADDITIONAL PROJECT SPECIFIC CONDITIONS Remove And Replace Utilities Related To Building Permit For New Construction I. Building Permit plans must be approved by Public Works Engineering prior to issuance of this "Remove and Replace Utility Encroachment Permit": 2. Provide a copy of the approved plans; 3. Provide drawing of, if not shown in approved plans, additional work in the public right-of-way such as PG&E trenching or sidewalk closure; 4. Permittee shall coordinate a meeting with the City Public Works Engineering Inspector at the initiation of the site work. The purpose to discuss and clearly understand the following: a. Plan of work within City's right of way, including, but not limited to, hours of work, deliveries, traffic control and/or pedestrian access within public right of way, sidewalk issues, parking, storage, loading of materials, repair of damaged public facilities such as sidewalk, road pavement, etc., and coordination with City projects within the vicinity. b. Contact names and numbers of responsible personnel. 5. See below for additional conditions, requirements, and information specific to type of work to be performed. Sidewalk, Driveway Approach, Curb & Cutter I. Provide a diagram showing dimensions and square footage of area to be removed and replaced. Diagram must also show pedestrian access for sidewalk closure related to removal and replacement; 2. Sidewalk removal/replacement shall be between deep grove cold joints and the full width of the sidewalk; 3. Widening and/or relocation of driveway approach requires approval by City Engineer and shall conform with Burlingame Municipal Code Chapter 12.04 Construction and Repair of Sidewalk, Curbs and Driveways; 4. All proposed work shall be in conformance with City Standard Detail SW-1, total 3 sheets; 5. Pre -pour and final inspection is required by Public Works Sidewalk Inspector at dw@burlingame.org. See Encroachment Permit Guidelines for Inspections. Water Service Connection I . Request for new water service connection, upgrade to water service and/or water meter size shall be made through the Water Billing/Finance Department. Please call (650) 558-7210; 2. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements when sidewalk is affected; 3. See Encroachment Permit Guidelines for inspections. Fire System Connection 1. Plans for Underground Fire System (UFS) must be approved prior to issuance of this Encroachment Permit; 2. Provide a copy of the approved plans; 3. Provide a site specific Traffic Control and/or Sidewalk Closure/Pedestrian Protection plan. See Traffic Control and Sidewalk Closure / Pedestrian Protection for details ; 4. Diagram of sidewalk removal and replacement. Sec Sidewalk, Driveway Approach, Curb & Gutter; 5. All above ground assemblies shall be behind property line. Contact Public Works Engineering for dimensions to property line from face of curb, dpw@burlingame.org; 6, All work shall conform with approved UFS plans, City Standard Details, as well as, Water Division Specifications and Standard Drawings and Water Division Utility Construction Plan Notes; 7. See Encroachment Permit Guidelines for Inspections. Page 4 of 5 Rev. 5/6/2020 CITY OF BURLINGAME PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 501 Primrose Road Burlingame, CA 94010-3997 Email:dpw@burlingame.org Phone: (650) 558-7230 Fax: (650)685-9310 Sewer Lateral Test I . Sewer lateral test requirements shall conform with Burlingame Municipal Code 15.12.110 and City Standard Detail SS-2, total 4 sheets; 2. Existing sewer lateral test certificates can be found at: http://www2.burlingame.org/swrmaster'/ Sewer Lateral Replacement I. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements when sidewalk is allccted; 2. Sewer lateral replacement may require inspection by both Public Works Sewer Inspector at (650) 558-7674 and Public Works Inspector at dpw@burlingame.org. See Encroachment Permit Guidelines for Inspections. 3. All proposed work shall be in conformance with City Standard Detail SS-1. total 6 sheet: 4. All trench work shall conform with City Standard Detail SS-1; 5, Contact Buildings Department far building permit and inspection requirements. Curb Drain 1. Provide a diagram or approved plans of proposed work including dimensions and location; 2. See Sidewalk, Driveway Approach, Curb & Gutter for removal and replacement of sidewalk submittal and requirements; 3. Sec Encroachment Permit Guidelines for inspections. Traffic Control And Sidewalk Closure) Pedestrian Protection 1. Traffic control and/or pedestrian access plan are required for sidewalk and traffic detour/closure and must be approved prior to construction; 2. Traffic control plan shall conform to the latest Caltrans Standard and Specifications for Traffic Control. Warning signs, lights and safety devices and other measures required for the public safety, shall conform to the requirements of the latest California Manual on Uniform Traffic Control Devices. 3. A site specific diagram showing proposed traffic control and pedestrian protection. Diagram shall include dimensions, street name(s), address(es), existing conditions nearest adjacent driveways and crosswalks to work area, and parking spaces and driveways affected; 4. Plans must be submitted for review at least 72-hours in advance; Debris Box(es) or Storage Unit(s)/l'arkine Permit (RestrictionsAnnly) I . Debris box(es) shall have a lid or plastic cover that prevents water from entering the unit during the rainy season from October 15th to April 15th ; 2. Provide a diagram showing where the box(es) or unit(s) will be placed in relation to the project site and street/intersection; 3. Parking permit for storage containers, portable storage units, or PODS is limited to three (3) days at a time; 4. Parking permit is issued at two (2) week intervals at a time. Extension of parking permit requires approval by the City Engineer; 5. Additional information, requirements, and restrictions may apply at the time of application. Hauiinu Permit And Simile Trip Transportation I. Proposed work shall conform with Burlingame Municipal Code Chapter 13.60 Truck Trafc; 2. Contact Public Works Transportation Engineer for copy of application form at dpw@burlingame.org; Block Party I. See Block Party Rules and Regulations and Block Party Permit Application located at https://www.burlingame.org, departments/public_works/permits_applications_ and_fees.php. Page 5 of 5 Rev, 5/6/2020 VitVVeli URLINGAME BLDG DEPART Ns plan check shall not be :onstrued to be a permit . al or and approval of any )f Curloingp g pdingCod° ",VAL PENDING HNAL �FVlps�tir� R LDINSPECTiON DATE ides- 44.. PORFIRIO OSCAR OSUNA RCE 70829 EXP. 6-30-23 �Z Z� Z I/1z W Owluz CONSULTING CIVIL ENGINEERS & LAND SURVEYORS ao 1 N N CO r7 M 0 I- Cr) () u7 C a) � Q -Jo Z wj W O m Z z 0 rW V z L.L 0 W C9 0 L.L 0 Cr) BURLINGAME, of Checked: 0.0 SHEET C6 OF 9 SHEETS LOT 13 R1 1/8"=1'-0 4 FN 0 2 —1— 0 7 1-110 3'-0" BENCHMARK: ELEV, 12,64' MAG NAIL I I i I Ii (E) CARA 5-1-1 SF REMOVED \ `GFF 15.52\ 21/4 Imo ammimpro >- w -------- 1 N36 °45'mm"E 50.00' _ _ - /////jy LOT 12 j R1 APN NO.: 026-071-110 LOT GROSS AREA: 6,000± SF - 1- (E) NOUSE 1,205 SF REMOVED FF 18.22 (E) PORCH REMOVED IMP (E) WATER METER__ _(E) ELEOT SERVICE (E) GAq METER! LOT 11 R1 IC REVIEtitiku URLUNGAME BLDG DEPARTMEt 'his plan check shall not be :onstrued to be a permit otoi and meB aulldklgCo 'alafonofthu sofany 4fEudln9 pdinof � '�VALPENDING HNAL� 1P11riA►e`IELD INSPECTION nRt' DATE__ Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 0 1 F 0 0 c._ 1 Q) N Q.) Z -0 0_ 4 EQ) 01 I) I�0 .4 Q) o U Cn r6 vI - E Z ij u) Date 00/15/2021 Scale NOTED Drawn CIF Job Sheet AO Of Sheets COVERED PARKING 20'-0" X 20'-0" REQUIRED AllirE SECTION 'C' (E) 6'-0" HT. WOOD FENCE UNCOVERED PARKING SPACE 9'-0" X 20'-0" REQUIRED HEAT PUMP W/ EMERGENCY DISCONNECT( EQUIPMENT SHALL NOT I EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60D13A DAYTIME (7AM — 10PM OR NIGHTTIM 10PM — 1,411) A5 MEAtfURE FROM THE PROPERTY LIN BURLINGAME MUNICIP L ZONING CODE 25.58.0,-0. 1 LOT 13 R1 4'-0" SETBACK LINE All.1:_rE SECTION 'B' (N) 6'-0" HT WOOD FENCE (E) WOOD FENCE REMOVED 1,1 FROFOS Sr F 1/8"=1'-0 ,4F•1 02 -1- 0-11-110 (N) DRIVEWAY APPROACH PER CITY DRIVEWAY APPROACH PER CITY STANDARDS. SEE DETAIL 5W-1 (PAGES 1 TO 3). SHEET C5 SS -=--Sr---S Sr— SS D BENCHMARK ELEV. 12,64' MAG NAIL S SS w _— O ��I ' -01,11m1mIlm.-.ir...u.i. 4 NE W 141 0 II 4 L PPROACH �S = SS— SS (E) 6'-0" HT. WOOD FENCE N3 50.00' '00" COVE `PORC 146SF •'TLI - OF EC' D F Vt1�ty RGH SF II N36 °45'00 50.00' 21(E) CLEAN— OUT scb a LIP& -�5- SS=SS -S — SS=�S=SS—SS --�S- —SS- -�I-A-TCR--{ TER_ -"Mt l tl.2- rti SITE SECTION 'C' EX GROUND EL. 15.60 (E) 6'-0" HT. FENCE REMOVED (N) 6'-0" HT. WOOD FENCE 4'-0" SETBACK LINE SITE SECT( N B (N) ELECTRIC SERVICE (N) GAS METER LOT 11 R1 EX GROUND EL. 14.35 PROPOSED FIRE SYSTEM LINE (DESIGNED BY OTHERS) (N) 1" DOMESTIC LINE WATER (N) WATER BACKFLOW SEE DETAIL W-1780 SHEET C5 (N) SIDEWALK PLANTER FACE OF CURB (N) 1" WATER METER 1" WATER METER SEE DETAIL 14-1780 SHEET C5 (E) WATER METER TO BE PLUG AND ABANDONED SS —SS —SS— — SS = SS =—sS—SS—SS'— SS M S4V 0 w 3/8" = 1' —0" \C D 4 X 6 P.T. CEDAR POST TYP. 2X4REDWOOD TOP 4 BOTTOM ROILS 1 X 6 REDWOOD FENCE PLANKS 2 X 8 P.T. CEDAR KICKBOARD FINISH GRADE IEVltWi ►l LU'l(AME BLDG DEPARTMEN 'his plan check shall not be :onstrued to be a permit %Wation of ttheepsovIsjpn of )f BurlingameBuBang Codes DPROVALPENDING RNAL 01ELD INSPECTION 'c1I1CWCM qv __DATE Revisions By 09/24/2021 CIF PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net cario Is Avenue OWNEfR: NITIN NANDA 408-406 -3964 4381 SAMSON NAY SAN JOSE, CA 95124 Date OB/15/2021 Scale NOTED Drawn CIF Job Sheet 1 AO.1 Of Sheets r d co Cfi PS MD U PAIR 3060 SH FORC1-1 19'-10" X 4'-6" 1/-" = li_/7111 1,�032 SF Y� 19'-4" cam 35'-6" i ELEC. HEAT -PUMP WATER HEATER W/ SEISMIC -- STRAPPING TO WALL I �>--'-G HEAT PUMP W/ EMERGENCY DISCONNECT EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 6ODBA DAYTIME C1AM - 1OPM OR NIGHTTIME 1OPM - lAM) AS MEASURED FROM THE PROPERTY LINE. BURLINGAME MUNICIPAL EXTERIOR LIGHT FIXTURE TYPICAL WHERE SHOWN 6050 CSMNT le,'-�" ON Cn co Cn TILE O/DensShleld TILE BACKER TO A HEIGHT OF 12" ABOVE THE DRAIN INLET TYP. N Co • r N n 30'-10" 13'-f3" -9" TILE O/DensShield TILE BACKER . TO A HEIGHT OF 12" C----- ABOVE THE DRAIN INLET TYP. 4030 4040 TEMP TEMP CSMNT CSMNT 16' 48" 30" VANITY BAT+ 5'-6" X 6'-1" 24" MN. 0Fz- NO z_ N TEMP ENCL MASTER BATS -I 12'-8" X = -10" 92" V NITY W.I.C. 6'-10" X 15" MN. TILE O/Densahleld TILE BACK TO A HEIGH OF 12" ABOVE THE DRAIN INLET TYP. EOM 4 12'-8" X 11'-0' 2/4 BARN DOOR N.i.C. 4'-8" X 2/4 1 1 BARN DOOR BEDROOM 2 11'-0" X 4'-10" 6040 CSMNT 24" MIN. 19'-al" I X5'-0" TEMP ENCL 60" X 30" TUB 2030 TEMP CSMNT A� Al EXTERIOR LIGHT FIXTURE TYPICAL WHERE SHOWN BALCON`►' 14'-8" X 5'-6" 6010 TEMP FREN H LAUNDR 6'-6" X 5'-� 2/4 BARN DOOR 22" X 30" 1'1'IIN. ATTIC ACCESS BEDROOM 3 11'-6" X 13H6" � II i5" MIN. TILE O/DonoShleld TILE BACR MN. TOAHEI HT OF 12" ABOVE THE DRAIN INLET TY.I II 11'-2" 6040 CSMNT I 30' -10" CO\D 1/-4" = 1,3ro0 SF COS F EW m ILI LT 2_ O NU it 1 • REvitVvtLi WRLINGrills AME BLLD check ,1DEPARTl MMEN not be :onshued to bea permit oro .Ind approval of any 'iolation of the provisions of f EudingameBuilding Codes ,+.1,PROVALPENDING FINAL '�VIFINp?1 R LDINSP TI(JN DATE Revisions By 09/24/2021 CIF PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose. CA 95117 ONNER: NITIN 1-IANDA 408-406 -3964 4381 SAMSON NAY SAN JOSE, CA 9�124 Date 08/15/2021 Scale NOTED Drawn CIF Job Sheet Al Of Sheets EL. 42.11' EL. 35.53' EL. 21.53' EL. 2653' EL. 1822' EL. 16.10' EL. 1581' EL. 14.85' EL. 1233' RIDGE PLATE FLOOR ♦ ♦ PLATE EXISTING FINISH FLOOR ♦ PROPOSED FINISH FLOOR LOCATION OF ADDRESS NUMBERS ON FRONT ELEVATION, WHICH ARE PLAINLY LEGIBLE AND VISIBLE FROM ADJACENT ACCESS STREET OR ROAD. THE NUMBER NEW TO CONTRAST WITH THEIR BACKGROUND, AND BE A MINIMUM OF 4" HIGH, WITH A MINIMUM STROKE OF i". CRC 319.1 AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED. Sink Trap Floor Drain, ,1 45° elbow 90° elbow Sanitary tee Vent tee Counter Top 45° elbow Vent 45° elbow Vent (slope: 1/4 in, per foot up) 45° wye Drain 45° wye PCP. ISLAND VE\T ET41L NOT TO SCALE Vent 90° elbow In 12 5 o\ 1/-4" = VA 30" CLR. II II 11 II II II II II III II II II II II II 11 II II lI II II 11 II II II II II II II 0 11 Il 11 11 II II II II II II II II 11 11 1 II 11 II 0 11 II I� II II II II 11 I, II II II II 4���������������������������������������� II II II 11 11 11 11 1 1 11 11 11 11 11 11 11 11 11 II II II II II II II II II 11 II II II 11 II II II II 4 X 6 FLAT WOOD CORBEL WOOD VERTICAL BOARD I BATT SIDING 2 X S WOOD FASCIA BOARD WOOD PEDIMENT 2 X 4 WOOD TRIM 2" WOOD SILL COMPOSITION SHINGLE ROOF O.G. GUTTER W/ DOWNSPOUT 1 X 8 WOOD LAP SIDING W/ MITERED CORNERS METAL CLAD WOOD WINDOWS ANDERSON 400 A -SERIES FULL DIVIDED LIGHT WITH MUNTINS BARS ADHERED TO THE INSIDE AND OUTSIDE OF THE PANES AND SPACER IN BETWEEN THE PANES EL. 15.00' 1 X 4 WOOD LAP SIDING W/ MITERED CORNERS TAPERED WOOD COLUMN WOOD ENTRY DOOR 30" CLR. II II II II II II II II II 0 II II II II 11 II II II 11 II II II II II II II II di 1.,.. isim _ ���11��1�1�y�yy�yy:lylyi:!�`�.._ 0 EGRESS WINDOW WHERE SHOWN 20" MIN. CLR WIDTH, 24" MIN. CLR HT. 5.1-aq. ft. MIN. OF OPENA5LE AREA, 44" MAX. FINISH FLOOR TO BOTTOM OF OPENING 30" CLR G IT=SID 1/-4" = 1' —0" EV4TIO\ t2EVIEWtL' j WGAME BLDshall EPARTMEN- :onstruean edd to be apermit �or,u ot be and approval iolationofthep ow of 4urlin9ome BuNdinfl Codes avROVALPENDING HNAL IEID INSPECTIONATE .CVIPMcr. u4 22e/ea' Revisions By 09/24/2021 CIF INNOVATIVE CONCEI- '11 o PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 .. " Phone: (408) 985-1078 Fax: (408) 985-1343 i�g le-1=am i ly Res iclence for: ateloa Is Avenue me, CA. 94010 AFN 02 7 - 01 1-110 OWNER: NITIN I-4ANDA 405-406-3964 4351 SAMSON WAY SAN JOSE, CA 95124 Date 05/1S/2021 Scale NOTED Drawn CIF Job Sheet A2 Of Sheets WOOD RAILING TAPERED WOOD COLUMN J ■ ■ uu Iluf��lf�llf u����lf �llf �lf'�If't II T ileLITL I Yu uWuYWYWY WW W �uWW 0 I�I Wu II Jlul�uYWuYuY W II Lj II iW� ll II att ilitilit ; II Iil�; ;,1 n II fitH H " uY�l ;,ru W 111 II II IWW I II I li it Ru u� VA 110\ WOOD BAND r II Y II YYY II II IUI YI Y II YYYY��LY,II�YYY II I II II IuY�Y,J IuI Y IUI YJY YYYYuuJ�Ju� IUI If �J�Ju����J IUI IuI ��JuL��LI�I I�IIJLI�I II�� II I II 11 �� IUI u��� II Iul IuI ��u �L���L��LI,IJLII��u� L�1 II Litt II II J� II it II u� II �I II ��Iu� II �uul Il I�I iul ��,JLI�IJ ICI �i 1u1 IuI ii JuI II ��� II IuI uI ICI ICI �I Y IuI I ,i IYLII�ILY��II 119 �YlLY LII�L,II�1�Y1 IIUI� IYI LY�J�1IUIf IYi �II,JL� ICI I II II �� II II II II ILit�ul �t 11 uJL��� ICI L�I I���� IUI LII�Iu� ll u� it �� it 1�1 J Il J �l u� it u� ll u�� l II IIfi II II I II it II fiI it filf�l �I II it II if �Ififi it II II IfififiII I II II II II if il1f II IYI �I II II II 1 II, II I II q II II II II I II I II III 1111 II II II I II i II II II III II II II II II Il�f Illl II it II II 11 II II it II it I� if �� If �I II II it 1111 III it II II II II liI 11 II II fiI Il Il II II II I IYIY II fiI II II II 11 I II II II i ll II ll if II II II II II 11 11 II II II II II II Il II II II II 11 II II p it II II II II II II II II II 'I 44'4L'444444444444'444'44L'4L'44L'44L'4L'4444 II II II II II II II II ll II II II II II II II II II II II II II ➢ II II II II II II II II II II II II II II II LIr'�r'�r''��r"�r"�r'�lr'�r'�r'�r'�r'�r"�r''"�r"�r"�r'�r'�r"��r'�r",r'�r'4�'�r"�r'�r'�r'�"�r'�r'�r'�lri4r'�r",r'�r'���l'',r'�r'�'�4�r"��r�'�r'�r'�r"��r'�"�r'�r'�r"��r'��r'�r"�r'�r'�r'Lr'�r'�r'r"�r'�r'�r'4r"r"�r'�r"�r"��"�r'4 HYY4YYYYYYYYYYYYYYYYYYY4r'YYYYYYYYYYYYYYYYY4r'Y4ri4r'4r' '4r''4r'YYY4rJ4rJY4r'4r'YYY4r'4r'4r'Y4r'4r'4rJ4r'YY4rJ4r'4r'YYYYYY4r'YYYYYYYYY4r'YYYY41YYYYYYY4 >J4r'4r4r"Y4�4�4r'4r'4�4r'41" >r"�'4�4r'4r'4r'4r'4�'�4�4�'>r"'"�I'4�4r'4�4�4r'4�4�'�r'4�4r"-'4'4�4�4�4�4�'�4�4��r'4r'4r'4r'4�4�4r'4�4r'4r'4r'4�4�4��ri4�4r'4�4�4�4r'4r'4r'4r'4r'4r'4r'4r'4r'4�'�4r'4rJ�r'4�''4�4rJ41'4r"Y4r'4r'4�4r'4rJ41�4c"Y4�4r'4��r'4�4 14�' r" ' i tym relit hti4 -y'- t-t r' " r' " fir" r" 4 "7tli '� � ➢UVlllllllliliMOOVUIIiIIVIIIIUVIIIIUijiliIIVViIIVUVIIlIVU00UiII�IIVII011VOVOV RIDGE EL. 42.11' PLATE $ EL. 3553' SECOND FLOOR PLATE EXISTING FINISH FLOOR S EL. 1822' PROPOSED FINISH FLOOR S EL. 1610' EXISTING TOP OF CURB EL. 1233 "It VVtL, URA NOAME 6LDGDEPARTMEN his pion check shall not =onshued to be a Perm* 0ror ands 'IalaHon of the approvalofany of noningameBu Codes `PPROVALPENDING FINAL 'VIClAr r� ELLDINSPECTION DATE Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 at`10a Is Avenue OWNER: NITIN I -PANDA 405-406 -3964 43S1 SAMSON NAY SAN JOSE, CA 95124 Date 08/15/2021 Sale NOTED Drawn CIF Job Sheet A3 Of Sheets P 2 : 12 ATTIC AREA 34 SF 5 : 12 El 5 : 12 ATTIC AREA 8& SF ATTIC AREA 15 3 SF . 12 5 : 12 5 : 12 5 12 ioW 1 / 4 " = 1- 0 " ooI PI AN 6" X 22" EAVE VENT LOWER PORTION TYPICAL WHERE SHOWN SEE VENT CALCULATIONS 21" X 24" EYEBROW VENT UPPER PORTION TYPICAL WHERE SHOWN SEE VENT CALCULATIONS 21" X 24" EYEBROW VENT UPPER PORTION TYPICAL WHERE SHOWN SEE VENT CALCULATIONS 21" X 24" EYEBROW VENT LOWER PORTION TYPICAL WHERE SHOWN SEE VENT CALCULATIONS .�.•.•.�.❖.•.•.❖❖ . .•..I .•.•.❖.•.•.❖. ❖.'.•/ ............. •••❖••❖. :•••00000004,00000,1 000041040410000000 000000 .•.•.•.❖.•.•. .•.❖.•.•.•.,, .•.•.•.❖.•❖.•.•.•.•I PER TITLE 24 PROVIDE 3.19 kW MIN. PHOTOVOLTAIC SYSTEM USE 10 LG NeON2 (OR EQUAL) PANELS AT 2.05 Ibs/sq.ft. n uFF 1/4" = 1' -01I F� A\ V C4 4 0\S: VENT SECOND FLOOR ATTIC 1/150 SF MIN. REQ. ATTIC AREA 963 SF 50roX963SF 481.50 SF/150 3.21X144 EYEEROW VENT TYP 21" X 24" 462.24/9'1 = 481.50 SF = 3.21 SF = 462.24 SQ. IN. = 91 SQ. IN. EA. = 4.-16 5 ATTIC VENT MIN. REQ. E1' O I-IACIN'S INC. TO PROVIDE 50%OF REQUIRED ATTIC VENTILATION IN UPPER PORTION 50% X 963 SF 481.50 SF/150 3.21X144 EYEERO W VENT TYP 21" X 24" 462.24/91 = 481.50 SF = 3.21 SF = 462.24 SQ. IN. = SQ. IN. EA. = 4.16 5 ATTIC VENT MIN. REQ. EY O I-4AGIN'S INC. TO PROVIDE 50 OF REQUIRED ATTIC VENTILATION IN LONER PORTION VENT FIRST FLOOR ATTIC 1/150 SF MIN. REQ. ATTIC AREA 213 SF 50%X213SF = 136.5 SF 136.5 SF/150 = 0.91 SF 0.91 X 144 = 131.04 SQ. IN. EYEEROW VENT TYP 21" X 24" = 91 SQ. IN. EA. 131.04/91 = 1.35 2 ATTIC VENT MIN. REQ. EY O I-IAGIN'S INC. TO PROVIDE 50 OF REQUIRED ATTIC VENTILATION IN UPPER PORTION 50%X213SF 136.5 SF/150 0.91 X 144 EAVE VENT 6" X 22" 131.04/11 2 ATTIC VENT MIN. REQ. EY CONSTRUCTION METALS INC. TO PROVIDE 50%OF REQUIRED IN LONER PORTION = 136.5 SF = 0.91 SF = 131.04 SQ. IN. = 11 SQ. IN. NFVA = 1.84 ATTIC VENTILATION r tvltVVtU ALlNUMME BLDG DEPARTMENM, 'his plan check shall not be gnstrued to be a permit oroi and approval of any isolation of the provisions of fBurlingame Building Codes PPROVALPENDING FINAL elEI D INSPECTION 'cVl ikrcn qv DATE Revisions By CIF 09/24/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 ' ,=Y1 1 I ,= ONNER: NITIN NANDA 408-400-3904 4381 SAMSON NAY SAN JOSE, CA 95124 Date 08/15/202I Scale NOTED Drawn CIF Job Sheet A4 Of Sheets INSTALL EV LE EQUIPPED 1~ RECEPTAC CAPACITY STATION, A CIRCUIT W/ A RE "Ev VEHICLE OUT VEHICLE 20'-8" L I READY SPACE / RACEWAY, WIRING, _E AND ELECTRICAL D THE EV CHARGING 11NIMUM 110V, 20 AMP EPTACLE LABELED ET" OR ELECTRICAL SUPPLY EQUIPMENT 20'-0" 1-1-IR. WALL REQ. THESE WALLS GAIRAGE 20'-0" X 20'-0" EXTERIOR LIGHT FIXTURE _ TYPICAL WHERE SHOWN 2/8 ELECTRIC SUB -PANEL PS MD G4R4G 1/4" = 1' -0" 400 S 16010 20'-8" C)0 PS MD L 2 READY CIRCUIT SCE WAY, WIRING, D ELECTRICAL MINIMUM 208/240V, W/ A RECEPTACLE HICLE OUTLET", OR W/ IICLE SUPPLY MINIMUM OUTPUT OF ttp lb CI) 0 PS Mc INSTALL EV LEVE EQUIPPED W/ R< RECEPTACLE A CAPACITY, W/ A 40-VOLT CIRCUI LABELED "EV VI ELECTRICAL VEI EQUIPMENT W/ A 30 AMPS. 5:12 L 1/4" = 1'-0" 5 : 12 IROO A\ Rey 4tviVti, 3URLlNGAME dLU ' OEPARTMEN ails plan check mall not be construed to be a permit r'or,or and approval of anY violation of the provisions of DurlingameBuildingCodes gpPROVALPENDING FINAL FIELD INSPECTION 1EVIEWED BY DATE_ Revisions By CIF 09/24/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 • San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net 'ague OWNER: NITIN i-1ANDA 408-40&-39e.4 4381 SAMSON NAY SAN JOSE, CA 95124 Date 08/15/2021 Scale NOTED Drawn CxF Job Sheet A5 Of Sheets EL. 29.56' EL. 24.64' EL.15.98'� EL. I5.91' EL. 15.52' ♦ r in ♦ ♦ • RIDGE PLATE (N) FINISI-! FLOOR GRADE 12 5 (E) FINISH FLOOR 10\\ 1/4" = v4 • -- 4 X 6 FLAT CORBEL VERTICAL BOARD 4 BATT SIDING 2 X 8 FASCIA BOARD WOOD PEDIMENT O.G. GUTTER W/ DOWNSPOUT 2 X 4 WOOD TRIM WOOD LAP SIDING 2 X 2 TRIM C\ 74 1/4" = 1 1 - " VA ON WOOD GARAGE DOOR COMPOSITION SHINGLE ROOF 2 X 4 WOOD TRIM VINYL WINDOWS WATER TABLE 1 1 I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I III I I I I 1 1 1 1 1 I 1/4" = 0\ L ■■■■■■■ ■■■■ L [1 11 11 11 I1 u u u n 11 11 11 11 lI n I u u 11 U 11n II 11 1 1 1 11 n II 11 11 11 II n 1 11 11 Il l u l l u 1 I 1111111 Ck 1/4" = 11 -" v4 J\ REVkVVtL ',URUNGAME BLDG DEP4r TMEI\ his plan check shall not be :onstrued to be a permit -or,o and approval of any 'iolation of the provisions of r EurlingarreBuilding Codes PPROVAL PENDING FINAL MELD INSPECTION `CvlPurer O" GATE Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net ONNER: NITIN 1-IAN1DA 408-406-39&4 4381 SAMSON NA1' SAN JOSE, CA 95124 Date 0E3/15/2021 Scale NOTED Drawn CIF Job Sheet A6 Of Sheets EL. 42.11' RIDGE EL. 3553' PLATE EL. 21.53' SECOND FLOOR EL. 2653' EL. 1822' EL. 16.10' PLATE w z _J u-I 0_ 0 EXISTING FINISH FLOOR PROPOSED FINISH FLOOR EL. 13.10 (E) GRADE ROOF SHEATHING PER PLAN R-21 INSULATION BATT 2X6AT16"O.C. R-21 INSULATION BATT 2X6AT16"O.C. — COLLECTOR RAFTER WITH EN. 44 4I 44441/1141.1.4'r1441.4.4.;i.1.&444i 41.1144Vi4& " . :r ,gi'11 ROOF FRAMING PER PLAN R-38 INSULATION CLOSED CELL SPRAY FOAM !BEDROOM 3 SUB -FLOOR PER PLAN FLOOR/CEILING FRAMING PER PLAN --- '-- -R-38 INSULATION BATT i" GYP. BD. WALLS 4 CEILINGS BEDROOM 1 SUB -FLOOR PER PLAN FLOOR FRAMING -- PER PLAN R-19 INSULATION-- BATT it— mommim: A a A a a a W.I.C. DRAFT -STOP BLOCKING TYPICAL BATH 61446646434664644 14 1111A 361: ;► 1 .';46641111;'1116 X fal CTIO\ 1/-" = 1'-0" ►AI i N R-38 INSULATION BATT STAIRWELL Il R-38 INSULATION CLOSED CELL SPRAY FOAM MASTER BEDROOM R-21 INSULATION BATT 2X6AT16"O.C. R-38 INSULATION - CLOSED CELL SPRAY FOAM DRAFT -STOP BLOCKING TYPICAL GREAT ROOM R-21 INSULATION BATT 2X6AT16"O.G. Ow .• • 11111111ilWf11/'111�'r1111 (N) GRADE - (E) GRADE -- WATER PROOF DECKING --PER PLAN SLOPE i" TO I'-0" TO DRAIN z F 1 X 4 SMOOTH V-RUSTIC CEILING fi�ORCN _CONCRETE SLAB PER PLAN N N NNNN ROOF FRAMING - PER PLAN FINISH FLOOR EL. = 15.98' GARAGE (E) GRADE EL. = 15.52' 0\ 1/-4" = I A I El RIDGE �EL.28.53' I HOUR WALL REQUIRED in GYP BD BOTH SIDES PLATE (E) 6'-0" HT. WOOD FENCE $EL. 23.95' (N) FINISH FLOOR EL. 15.98' (N) GRADE (E) GRADE EL. 15.91' EL. 15.93 QEVIEWbu iURLINGorAMEorPlan BLDGcheckshal andapproval DEPARTMEN- 1 of construed to be a permit Thisnot be any notation of the provisions of 'f Crne Building Cosies '.PPROVALPEurlingaNDING FINAL MELD INSPECTION �cVIFW�n qv DATE: Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 0 1 1- 0 0 1 Q) CV 0 0 ID Z 0— Q) Q! 0 0 E c it 0 �) Q)4 0 QS 3 I Ol z I— 0 <1C / D P(i OWNER: MTIN 1-4ANDA 408-40&-3904 4381 SAMSON NAY SAN JOSE, CA 95124 Date 0E3/15/2021 Scale NOTED Drawn GF Job Sheet A7 Of Sheets EL. 42.11' RIDGE EL. 3553' PLATE EL. 2153' SECOND FLOOR EL. 2653' PLATE (N) 6'-0" HT. -- WOOD FENCE AT PROPERTY LINE EL. 1822' 4,1 EXISTING FINISH FLOOR EL. 16.10' PROPOSED FINISH FLOOR EL. 1521' (N) GRADE R-38 INSULATION CLOSED CELL SPRAY FOAM ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN R-21 INSULATION BATT 2X6AT16"0.C. R-21 INSULATION BATT 2X6AT16"O.C. R-38 INSULATION BATT BEDROOM 2 SUB -FLOOR PER PLAN DRAFT -STOP BLOCKING MID SPAN FLOOR/CEILING FRAMING 4 X 6 FALSE BEAMS R-38 INSULATION LIVINCI ROOM R-19 INSULATION �_- BATT (N) GRADE (E) GRADE CTFO\ 1/-4" = I 5 I BEDROOM 3 DRAFT -STOP BLOCKING MID SPAN DRAFT -STOP BLOCKING TYPICAL R- 38 INSULATION -CLOSED CELL SPRAY FOAM R-21 INSULATION BATT R-38 INSULATION BATT R-21 INSULATION BATT (N) 6'-0" HT. WOOD FENCE AT PROPERTY LINE REvIEWtti JRLINGHME BLDG DEPARTMEN his plan check shall not be ;onstrued to be a permit or,o, Jnd approval of any +oiatlon of the provisions of EurlingameBul ding Codes °°ROVALPENDING FNAL ,ce/ipu/cr•, LD INSPECTION __ DATE 2e-0,4ze-' Revisions By CIF 09/24/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ONNER: NITIN I -PANDA 408-40& -39&4 4381 SAMSON NAY SAN JOSE, CA 95124 Date 08/15/2021 Scale NOTED Drawn CIF Job Sheet A8 Of Sheets EL. 29.19' PLATE 1 HOUR WALL REQUIRED EL. 242'1' PLATE (E) 6'-0" HT. WOOD FENCE z EL. 15.98' (N) FINISH FLOOR EL. 15.91' (N) GRADE \ \ EL. 1552' (E) GRADE ty16114i1 CEILING FRAMING PER PLAN i" GYP BOARD CEILING GARAGE 1" TYPE X GYP BOARD BOTH SIDES OF 1 HOUR WALL CONCRETE SLAB PER PLAN SLOPE TO DRAIN SECI O\ 1/-4" = 1'-C2," G ROOF FRAMING PER PLAN CEILING BEAM BEYOND 2X4AT16"0.C. i" GYP BOARD AT NON -RATED WALLS FOUNDATION PER PLAN ROOF SHEATHING PER PLAN USG FIRE RATED ASSEMBLY BASED ON UL DES U344 5/S" Sheetrock Firecode Core gypsum panels UL Des U344 A-61 - 2x4 wood studs 16" o.c. (See Structural Plan) Joints finished - optional insulation optional plywood or OSB for shear purposes EXTERIOR SIDING PER ARCHITECTURAL PLANS FOUNDATION PER PLAN ROOF FRAMING PER PLAN AS OCCURS CEILING FRAMING PER PLAN AS OCCURS CONCRETE SLAB PER PLAN i ice_ N,AI ROOF FRAMING - PER PLAN ROOF SHEATHING - PER PLAN USG FIRE RATED ASSEMBLY BASED ON UL DES U344 5/8" Sheetrock Firecode Core gypsum panels UL Des U344 A-6I - 2x4 wood studs 16" o.c. (See Structural Plan) - Joints finished - optional insulation optional plywood or OSB for shear purposes 2X4AT16"0.C. EXTERIOR SIDING PER ARCHITECTURAL PLANS FOUNDATION PER PLAN T41 3/4"= 1'-m CEILING FRAMING PER PLAN AS OCCURS CONCRETE SLAB PER PLAN 1"174 T 3/4" 1'-m REVIEWLV zURLINGAME BLDG IDEPARTMEN- This plan check not be onstrued to be a a permit -or or and approval of any daimon of the provlabns of )f Cur ingamegallding Codes �PPPOVALPENDING R L MELD INSPECTION VIFAi! r) qv DATE 2z0,4zz Revisions By INN() VA'I'l VE CON CEP'I'S PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 =-1 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ing le -1=am i ls i clence for: ateloa Is Avenue me, CA. e4010 AFN 02 -1- 011-110 OWNER: NITIN -IANDA 40S-406-396.4 4351 SAMSON NAY SAN JOSE, CA 95124 Date m8/15/2021 Scale NOTED Drawn CIF Job Sheet A9 Of Sheets 1 1/2" la) HANDRAIL lc) HANDRAIL I-IANDRAIL (d) HANDRAIL 4X4POST FLOOR FRAMING PER PLAN DBL LVL PER PLAN ITS HANGER LUS HANGER CABLE RAIL AT 3 3" O.C. SPACED SO THAT DEPENDING ON FINAL TENSION FORCE IN CABLE A 4"0 SPHERE CANNOT PASS THROUGH 1-1/2"0 HANDRAIL CONTINUOUS FROM TOP TO BOTTOM RISER W/ RETURN TO POST IN WALL, SEE DETAIL 1/A11 THE TRIANGULAR OPENING AT THE OPEN SIDE OF A STAIR, FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD DEPENDING ON FINAL TENSION FORCE IN CABLE SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER 1" STAIR NOSING 4X4POST 2 X 4 DF PLATE W /5/8" o X 5" LAG SCREW AT 16" O.C. EA. JOIST FLOOR FRAMING PER PLAN 3/4" = 1'-0 WALL STUD 2-1/2" EMBED. 3/8" DIA. X 3" SIMPSON SCREW PRE -DRILL HOLES 2 SCREWS MIN. AT EVERY STUD MOUNTING PLATE SHALL BE ATTACHED TO WALL STUD SFAC1\G G.7451 54 CTFO\ 4 X 4 1DF*1 POST (2) i"4, MACHINE BOLTS BLK'G TYP. MID SPAN LUS212 HANGER - / TYPICAL I X 11 I LVL STRINGER AT 12" O.C. TYP. BLK'G TYP. MID SPAN 5/8" TYPE 'X' GYP. BD. TYP. BENEATH STAIRS LI\G FINISH FLOOR STAIR STRINGER 1i"X11a"LVLAT12"O.C. FULL DEPTH BLOCKING AT EA. RAILING POST WI A35 AT TOP 4 BOTT. AS SHOWN 3/4"=1'-0 DBL1i"X11a"LVL 1i"X11a"LVL AT 16" O.C. AT LANDING FIRE -BLOCKING 1i"X11a"LVL LEDGER W/ 3-ROWS 4"4, X 4" SIDS SCREWS EA. STUD STUCCO WEEP SCREED 4"h. X 3" v. 26 GA SHEET METAL DRIP EDGE FLASHING 26ga. G.I. FLASHING DESERT CRETE / POST BEYOND 2 X 6 CRIPPLE WALL AT 16" O.C. LOW RO. CEILING FRAMING BEAM PER PLAN 6X6DF*1 AT 5'-0" O.C. MAX. 2 X 2 REDWOOD AT 4" O.C. 2 X 6 CRIPPLE WALL AT 16" O.C. 2 DF NO. 2 SHAPED LEDGER W/3ROWS 1/445X43"SIDS EA. STUD AND EA. POST ,� (Ir Al, LOW ROdo RAFTER CEILING FRAMING BEAM PER PLAN 4 X 4 DF*1 POST CABLE RAIL AT 3 3" O.C. SPACED SO THAT DEPENDING ON FINAL TENSION FORCE IN CABLE A 4"0 SPHERE CANNOT PASS THROUGH FINISH FLOOR FLOOR BEAM SEE STRUCTURAL PLANS JOIST HANGER NOT SHOWN FOR CLARITY 3/4" = 11-0\6 0y 1 DESERT BRAND CMFPS COLOR FINISH DESERT CRETE TEXTURE 2ND DESERT CRETE BASE C FIBERGLASS AND DESERT BRAND BONDER 480 MEMBRANE GALV. METAL LATH AND DESERT CRETE BASE COAT 3/4" PLYWOOD SLOPE. TO DRAIN RING SHANK ROOFING NAIL AT 4" O.G. 2X CANT STRIP 2 X 6 REDWOOD CAP RAIL 2 X 6 REDWOOD BOTTOM RA I L EXTERIOR PLY SHEATHING BC6 26ga G.I. FLASHING FINISHED 2X CANT STRIP i" DF CDX PLY W/ 10d AT 6 "/10" O.C. 2% SLOPE TO DRAIN 3/4" = 1'-0 STUCCO FINISH STUCCO LATH WATER PROOF MEMBRANE DESERT BRAND CMFPS COLOR FINISH DESERT CRETE TEXTURE 2ND DESERT CRETE BASE COAT OAT FIBERGLASS AND DESERT BRAND BONDER 480 MEMBRANE GALV. METAL LATH AND DESERT CRETE BASE COAT 3/4" PLYWOOD SLOPE TO DRAIN \\ \\ X\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ 2% SLOPE DECK FLOOR FRAMING PER PLAN RING SHANK ROOFING NAIL AT 4" O.C. FLOOR FRAMING PER STRUCTURAL PLAN STUCCO WEEP SCREED MIN. 4" X 4" 26 GA SHEET METAL BASE FLSHG FLOOR FRAMING PER PLAN 2" MINL LOCATION OF ADDRESS NUMBERS ON FRONT ELEVATION, WHICH ARE PLAINLY LEGIBLE AND VISIBLE FROM ADJACENT ACCESS STREET OR ROAD. THE NUMBER NEED TO CONTRAST WITH THEIR BACKGROUND, AND BE A MINIMUM OF 4" HIGH, WITH A MINIMUM STROKE OF 3". CRC 319.1 ADED 53 \T1 ICA I 10 Revisions By 09/24/2021 CIF 11/OS/2021 CIF 1NNOVA'l'IVE CONCEPTS PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 Y . San Jose, CA 95117 .. ` ' Phone: (408) 985-1078 Fax: (408) 985-1343 ingle-Family Residence for: arioa Is Avenue me, CA. e401 O AFN 021- 011-110 *VitURLiNC�HME BLDG p . hls pion check shall not A ;on ldatobeap i �f olalin nofthe��ns of 'ADROVALPE DING FINAL "pi/IPA/Cr) R �1NSPEO110NNAL __ DATE Date 0S/15/2021 Scale NOTED Drawn CIF Job Sheet A1 0 Of Sheets RTMEN 2019 CA IFORNIA GR N BUI DING S ANDARDS COD A RESIDENTIAL MANDATORY MEASURES,SHEET 1(January2020 Includes Au ust 2019 g Supplement)Y YES N/A NOT APPLICABLE RESPON PARTY RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) Y N/A RESPON.TY CHAPTER 3PARTY Y N/A RESPON. Y N/A RESPON. PARTY Y N/A RESPON. PARTY GREEN BUILDING SECTION 301 GENERAL DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE ❑ ■ 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the required by Section 4.106.2.2. Item 3, shall comply with at least one of the following options: 4.303 INDOOR WATER USE EFFICIENCY application checklists and may be included in the design and construction of structures covered by this code, 1. The EV space shall be located adjacent to an accessible parking space meeting the ■ El 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. requirements of the California Building Code, Chapter 11A, to allow use of the EV charger urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, ■ El 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential ■ ❑ 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Section 4.106.4.2.2, Item 3. buildings affected and other important enactment dates. percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate Note: Electric Vehicle charging stations serving public housing are required to comply with the California • ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per management ordinance. of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture. types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of Building Code, Chapter 11B. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). - flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not located individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential 2. The minimum width of each EV space shall be 9 feet (2743 mm). 0 ■ 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. exist or are not reasonably close to the jobsite. buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 3. The enforcing agency may make exceptions to the requirements of this section when isolated are located in areas beyond the haul boundaries the diversion facility. high-rise buildings, no banner will be used. minimum width of the EV space is 12 feet (3658 mm). ■ El 4.303.1.3 Showerheads. jobsites of III El 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. shall comply with the specific green building measures applicable to each specific occupancy. ■ ❑ 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the or salvage for future use or sale. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. project 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste OSHPD Office of Statewide Health Planning and Development • El 4.303.1.4 Faucets. generated. Specify LR Low Rise El 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway 5. that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. HR High Rise AA Additions Alterations termination point and proposed location of future EV spaces and EV chargers. Construction documents 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall and N New shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall g p p Y ■ ❑ 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the CHAPTER 4 RESIDENTIAL MANDATORY MEASURES electrical load calculations to verifythat the electricalpanel service capacity and electricals stem, p Y Y including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.303.1.4.3 Metering Faucets. Metering faucets installed in when residential buildings shall not deliver ■ ❑ 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined DIVISION 4.1 PLANNING AND DESIGN .1 El 4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent more than 0.2 gallons per cycle. demolition disposed in landfills, do 3.4 SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms defined in Chapter 2 included here for protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to 2.2 60 default flow 1.8 weight of construction and waste of which not exceed lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 are (and are reference) 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces exceed gallons per minute at psi, and must to a maximum rate of gallons per minute at 60 psi. 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined demolition disposed in landfills, do 2 FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. weight of construction and waste of which not exceed pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials Notes: • ❑ 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. compliance with Section 4.408.2, items 1 through 5. Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) can be located at the California • El 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the processors Department of Resources Recycling and Recovery (CalRecycle). than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage nearest whole number. - TABLE - MAXIMUM FIXTURE WATER USE 4.410 BUILDING MAINTENANCE AND OPERATION during the following be implemented to flooding construction, one or more of measures shall prevent of adjacent TABLE 4,106,4,3 1 ■ CI4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact property, prevent erosion and retain soil runoff on the site. FIXTURE TYPE FLOW RATE disc, web -based reference or other media acceptable to the enforcing agency which includes all of the 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a drainage system, collection or similar TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES SHOWER HEADS (RESIDENTIAL) 1,8 GMP @ 80 PSI following shall be placed in the building: 1. Directions to the that the public point, gutter disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 0-9 0 LAVATORY FAUCETS (RESIDENTIAL) MAX, 1,2 GPM @ 60 PSI MIN, 0,8 GPM @ 20 PSI owner or occupant manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or 10-25 1 LAVATORY FAUCETS IN COMMON & PUBLIC USE 0.5 GPM @ 60 PSI a. Equipment and appliances, including water -saving devices and systems, HVAC systems. photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. are part of a larger common plan of development which in total disturbs one acre or more of soil. 26-50 2 AREAS b. Roof and yard drainage, including gutters and downspouts. (Website: https://www.waterboards.ca.gov/water-issues/programs/stormwater/construction.html) KITCHEN FAUCETS 1,8 GPM @ 60 PSI c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. 51-75 4 e. Water reuse systems. MI El4.106.3 GRADING AND PAVING. Construction indicate how drainage METERING FAUCETS 0,2 GAL/CYCLE plans shall the site grading or system will 3. Information from local utility, water and waste recovery providers on methods to further reduce manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface 76-100 5 WATER CLOSET 1,28 GAL/FLUSH resource consumption, including recycle programs and locations. water include, but are not limited to, the following: 4. Public transportation and/or carpool options available in the 101-150 7 URINALS 0.125 GAL/FLUSH area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent 1. Swales 2. Water collection and disposal systems 151-200 10 and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design 3. French drains 201 and over 6 percent of total 4.304 OUTDOOR WATER USE and controllers which conserve water. 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in IN ❑ 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residentialdevelopments shall comply with 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet from foundation. groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet 5486mm . 9 p ( ) a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: away the 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. ■ ❑ 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,• ❑ 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case -by -case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no commercial power supply 1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub -panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B. Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including(at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL ElEl4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each 4.501.1 Scope dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, o is 4.106.4.2 New multifamily dwellings. If residential parking is available. ten (10) percent of the total number of structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents. A finger jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. 2,6�GG%/� DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE W THE 2019 CAL ORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE_ RevisionsBy 09/24/2021 GF PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 AGfrioCi ills Averu AIN ilc Olar ';heck shallDEI f.� ;11: uyd10bernil�t2 ,nd app,OVOI of an 'U risng of►heprovlslonsof Du ROVAn,g Bul'wi '°�VALPENDINC,9 Codes 'cliIrioc LD INSPECTION NAL PATE Date 00/15/2021 Scale NOTED Drawn CIF Job Sheet CG1 Of Sheets et- RTMEN; 1 2019 CA IFORNIA GR N BUI DING S ANDARDS COD RESIDENTIAL MANDATORY MEASURES,SHEET 1 Janua 2020 Includes Au ust 2019 Su Supplement) N/A NOT APPLICABLE lement Y YES RESPON. PARTY RESPONSIBLE PARTY ARCHITECT, ENGINEER, ' (ie: OWNER, CONTRACTOR, INSPECTOR ETC.) Y N/A RESPON. PARTY Y N/A RESPON. PARTY Y N/A RESPON. PARTY Y N/A RESPON. PARTY MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a to the "Base Reactive Organic Gas Mixture" to compound (ROG) per weight of compound added, expressed hundredths of gram (g 03/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 TABLE 4.504,2 - SEALANT VOC LIMIT TABLE 4,504,5 - FORMALDEHYDE LIMITS1 CHAPTER 7 INSTALLER & SPECIAL INSPECTOR and 94701. (Less Water and Less Exempt Compounds in Grams per Liter) MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION QUALIFICATIONS 702 QUALIFICATIONS MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. SEALANTS VOC LIMIT PRODUCT CURRENT LIMIT ■ ❑ 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of ARCHITECTURAL 250 HARDWOOD PLYWOOD VENEER CORE 0,05 installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and product (excluding container and packaging). MARINE DECK 760 responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Note: PWMIR is to found in CCR, Title 17, Section 94521 HARDWOOD PLYWOOD COMPOSITE Examples HVAC training include but limited following: calculated according equations (a). N❑NMEMBRANE ROOF 300 CORE 0.05 of acceptable and certification programs are not to the REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.2. ROADWAY 250 PARTICLE BOARD 0.09 1. State certified apprenticeship programs. Public utility training programs. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings SINGLE -PLY ROOF MEMBRANE 450 MEDIUM DENSITY FIBERB❑ARD 0.11 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen See CCR Title 17, Section 94508(a). OTHER 420 THIN MEDIUM DENSITY FIBERB❑ARD2 0.13 5. Other programs acceptable to the enforcing agency. and may contain oxygen, nitrogen and other elements. SEALANT PRIMERS 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE IN ❑ 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the 4.503 FIREPLACES replace 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed ARCHITECTURAL SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR CONTROL MEASURE FOR C❑MPOSITE WOOD AS responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, NON -POROUS 250 TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATI❑N, SEE CALIF. CODE OF to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be ❑ ■ pellet stoves and fireplaces shall also comply with applicable local ordinances. POROUS 775 REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH considered by the enforcing agency when evaluating the qualifications of a special inspector: 4.504 POLLUTANT CONTROL1. MODIFIED BITUMINOUS 500 93120,12. Certification by a national or regional green building program or standard publisher. 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final MARINE DECK 760 2, THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16' (8 MM), 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component OTHER 750 3. Successful completion of a third party apprentice training program in the appropriate trade. ■ 0 openings shall be covered with tape. sheet metal or other methods acceptable to the enforcing agency to 4. Other acceptable to the plastic, programs enforcing agency. reduce the amount of water. dust or debris which may enter the system. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) ■ 0 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product Notes: 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate ■ 0 requirements of the following standards unless more stringent local or regional air pollution or air quality "Standard homes in California according to the Home Energy Rating System (HERS). management district rules apply: TABLE 4.504.3 - V ❑ C CONTENT LIMITS F ❑ R 2. California Department of Public Health, Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, ■ ❑ ARCHITECTURAL S February 2010 (also known as Specification 01350). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks COATING 2,3 3. NSF/ANSI 140 at the Gold level. employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. GRAMS OF VOC PER LITER OF C❑ATING, LESS WATER & LESS EXEMPT COMPOUNDS 4. Scientific Certifications Systems Indoor Advantagerm Gold. this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a Such also shall comply with the Rule 1168 on the of certain toxic international products prohibition use IN 0 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the recognized state, national or association, as determined by the local agency. The area of certification compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and COATING CATEGORY VOC LIMIT requirements of the Carpet and Rug Institute's Green Label program. shall be closely related to the primary job function, as determined by the local agency. tricloroethylene), except for aerosol products, as specified in Subsection 2 below. FLAT COATINGS 50 ■ 0 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. Note: Special inspectors shall be independent entities with no financial interest in the materials or the 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in NON -FLAT COATINGS 100 project they are inspecting for compliance with this code. units ofproduct, lesspackaging,which do not weigh more than 1pound and do not consist of more g • 0 4.504.4 RESILIENT FLOORING SYSTEMS. Where flooring ° resilient is installed , at least 80% of floor area receiving than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including California Code Regulations, Title 17, NONFLAT-HIGH GLOSS COATINGS 150 resilient flooring shall comply with one or more of the following: prohibitions on use of certain toxic compounds, of of commencing with section 94507. SPECIALTY COATINGS "Standard 703 VERIFICATIONS 1. Products compliant with the California Department of Public Health, Method for the Testing and 703.1 Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," • ❑ DOCUMENTATION. Documentation used to show compliance with this code shall include but is not 4.504.2.2 Paints and Coatings. Architecturalpaints and coatings shall comply with VOC limits in Table 1 of 9 9p Y ALUMINUM ROOF C❑ATINGS 400 Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories BASEMENT SPECIALTY COATINGS 400 in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in IN 0 listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss BITUMINOUS ROOF COATINGS 50 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFC') FloorScore program. the appropriate section or identified applicable checklist. coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in BITUMINOUS ROOF PRIMERS 350 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, Table 4.504.3 shall apply. BOND BREAKERS 350 February 2010 (also known as Specification 01350). 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR CONCRETE CURING COMPOUNDS 350 ■ 0 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of CONCRETE/MASONRY SEALERS 100 composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), ■ ❑ Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air by or before the dates specified in those sections, as shown in Table 4.504.5 Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation DRIVEWAY SEALERS 50 8, Rule 49. ■ 0 4.504.5.1 Documentation. Verification of compliance with this section be DRY FOG C❑ATINGS 150 shall provided as requested by the Documentation include least the following: 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: FAUX FINISHING C❑ATINGS 350 enforcing agency. shall at one of FIRE RESISTIVE C❑ATINGS 350 1 Product certifications and specifications. 2. Chain of custody certifications. ■ o 1. Manufacturer's product specification. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see 2. Field verification of on site product containers.CCR, FLOOR COATINGS 100 Title 17, Section 93120, et se FORM -RELEASE COMPOUNDS 250 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, Australian AS/NZS GRAPHIC ARTS COATINGS (SIGN the 2269. European 636 3S standards, and Canadian CSA TABLE 4,504.1 - ADHESIVE VOC LIMIT1,2 PAINTS) 500 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. (Less Water and Less Exempt Compounds in Grams per HIGH TEMPERATURE C❑ATINGS 420 Liter) INDUSTRIAL MAINTENANCE COATINGS 250 4.505 INTERIOR MOISTURE CONTROL ARCHITECTURAL APPLICATIONS VOC LIMIT 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. LOW S❑LIDS COATINGS1 120 IND❑OR CARPET ADHESIVES 50 MAGNESITE CEMENT COATINGS 450 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the CARPET PAD ADHESIVES 50 MASTIC TEXTURE C❑ATINGS 100 California Residential Code, Chapter 5, shall also comply with this section. ■ ❑ OUTDOOR CARPET ADHESIVES 150 METALLIC PIGMENTED COATINGS 500 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the WOOD FL❑❑RING ADHESIVES 100 MULTICOLOR COATINGS 250 following: RUBBER FLOOR ADHESIVES 60 PRETREATMENT WASH PRIMERS 420 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, SUBFLOOR ADHESIVES 50 PRIMERS, SEALERS, & UNDERCOATERS 100 shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, CERAMIC TILE ADHESIVES 65 AC1302.2R-06. 2. Other equivalent methods approved by the enforcing agency. VCT & ASPHALT TILE ADHESIVES 50 REACTIVE PENETRATING SEALERS 350 3. A slab design specified by a licensed design professional. ■ ❑ RECYCLED COATINGS 250 DRYWALL & PANEL ADHESIVES 50 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members 19 COVE BASE ADHESIVES 50 ROOF COATINGS 50 exceed percent moisture content. Moisture content shall be verified in compliance with the following: MULTIPURPOSE CONSTRUCTION 70 RUST PREVENTATIVE COATINGS 250 1. Moisture content shall be determined with either a -type or contact moisture ADHESIVE SHELLACS probe -type meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements STRUCTURAL GLAZING ADHESIVES 100 CLEAR 730 found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the stamped end SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OPAQUE 550 grade of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation OTHER ADHESIVES NOT LISTED 50 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. SPECIALTY APPLICATIONS STAINS 250 Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying PVC WELDING 510 STONE CONS❑LIDANTS 450 recommendations prior to enclosure. CPVC WELDING 490 SWIMMING POOL C❑ATINGS 340 • ❑ 4.506 INDOOR AIR QUALITY AND EXHAUST ABS WELDING 325 TRAFFIC MARKING COATINGS 100 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: PLASTIC CEMENT WELDING 250 TUB & TILE REFINISH C❑ATINGS 420 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. VIII, ADHESIVE PRIMER FOR PLASTIC 550 WATERPR❑❑FING MEMBRANES 250 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a CONTACT ADHESIVE 80 WOOD C❑ATINGS 275 humidity control. SPECIAL PURPOSE CONTACT ADHESIVE 250 WOOD PRESERVATIVES 350 a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. STRUCTURAL WOOD MEMBER 140 ZINC -RICH PRIMERS 340 b. A humidity control may be a separate component to the exhaust fan and is not required to be ADHESIVE 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING integral (i.e., built-in) TOP & TRIM ADHESIVE 250 WATER & EXEMPT COMPOUNDS Notes: SUBSTRATE SPECIFIC APPLICATIONS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or METAL TO METAL 30 THE TABLE, tub/shower combination. 2. Lighting integral to bathroom fans the California Energy Code. PLASTIC FOAMS 50 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA RESOURCES exhaust shall comply with POROUS MATERIAL (EXCEPT WOOD) 50 AIR BOARD, ARCHITECTURAL C❑ATINGS SUGGESTED CONTROL MEASURE, ■ ❑ 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be WOOD 30 FEB, 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD, sized, designed and have their equipment selected using the following methods: FIBERGLASS 80 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), 1, IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATI❑N REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE A SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. O//�G� CF DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH E 2019 CALIFO NIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 1A._ Revisions By CIF 09/24/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose. CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 E-Mail: inncpt@sbcglobal.net oboe: ho ntru ah�k sG l®E ��rf?TM o or.o, :sVQfofob Durrllinn n of the ny of ldin9 fnoboeo V4L pE Codes r'%?OVAL PENDING FNAL SArcr' . FLD INSPEC1(3N '�Qi _ __ Date 08/15/2021 Scale NOTED Drawn CIF Job Sheet CG2 Of Sheets /LuJ ICE L LJ GFCl/ O AFC' GFCl/ GFCl/ AFC! AFCI 1STI L0J HEAT PUMP W/ EMERGENT EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 600BA DAYTIME (1AM - 10PM OR NIGHTTIME 10PM - 1AM) AS MEASURED FROM THE PROPERTY LINE. BURLINGAME MUNICIPAL ZONING CODE 2555.050. DIM r DIM L` ELEC. HEAT -PUMP WATER HEATER W/ SEISMIC STRAPPING TO WALL r, wP GFCI 0 L CEILING REGISTER TYP L J L J I- l r -1 L J L J L-- ✓ -I I- 1r- 1/41 I = 1' SG OCR L CT-ICAL P AN 1 J CONDENSATE DRAIN —® (N) ELECTRIC SERVICE SOL ID ENS 2\D r, SOLID L J LENS LED DUCT CHASE LOOS EL 1/4" = 1' -0" CE IL I •• REGIST= — TYP ATTIC CENTRAL SPLIT HEAT PUMP AIR HANDLER W/ LIGHT 4 BWIT CTRICA FL4\ 30" MIN. CLR HT. 4 WIDTH FOR WORKING AREA HATCHED AREA DENOTES WORKING SURFACE PLATFORM IN ATTIC 60" X 120" ELECTRICAL LEEN: $DIM $34 $AUTO WP GFCI GFCl/AFCI *FLED LED H >-T-< SWITCH DIMMER SWITCH 3 AND 4 WAY SWITCH MANUAL ON VACANCY SENSOR SWITCH DUPLEX RECEPTICAL OUTLET W/ ARC FAULT INTERRUPTER FOUR PLEX RECEPTICAL OUTLET W/ ARC FAULT INTERRUPTER 220 OUTLET 1/2 HOT DUPLEX RECEPTICAL OUTLET W/ ARC FAULT INTERRUPTER WATERPROOF DUPLEX RECEPTACLE OUTLET W/ARC FAULT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE OUTLET GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE OUTLET ARC FAULT CIRCUIT INTERRUPTER RECEPTACLE OUTLET LED SURFACE MOUNTED LIGHT FIXTURE MOTION SENSOR WITH INTEGRATED PHOTO CELL LED RECESSED LIGHT FIXTURE JUNCTION BOX EXHAUST FAN SWITCHED OR CONTINUOUS EXHAUST FAN/LED LIGHT NEW SMOKE DETECTOR INTERCONNECTED 110V W/ 10 YR. BATTERY LIFE BACK-UP NEW CARBON MONOXIDE DETECTOR INTERCONNECTED 110V W/ 10 YR. BATTERY LIFE BACK-UP CEILING REGISTER FLOOR REGISTER COLD AIR REGISTER TOE REGISTER COLD AIR REGISTER CHIMES DOOR BELL UNDER -CABINET FLUORESCENT FLUORESCENT LIGHT WALL SCONE „J NOTE: A COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL RECEPTACLES IN ALL BEDROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS SUNROOMS, RECREATION ROOMS, CLOSETS, KITCHENS, LAUNDRY AREAS, HALLWAYS OR SIMILAR ROOMS OR AREAS WITH BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE-PHASE, 15 AND 20-AMPERE RECEPTACLE OUTLETS, AND BE READILY ACCESSIBLE. 2019 CEC SECTION 210.12 NOTE: ALL LUMINARIES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A. 2019 CEC SECTION 150.0(k) NOTE: LIGHTING INTEGRAL TO EXHAUST FANS SHALL BE CONTROLLED SEPARATELY FROM EXHAUST FANS. 150.0(k)25 NOTE: ALL PERMANENTLY INSTALLED LUMINARIES IN BATHROOMS, LAUNDRY ROOMS, GARAGES AND UTILITY ROOMS SHALL MEET THE NEW 2019 BUILDING ENERGY EFFICIENCY STANDARDS, NOTE: ALL RECEPTACLE OUTLETS IN THE BATHROOMS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. RECEPTACLE TO BE ON THE WALL WITHIN 3'-0" OF SINK BASIN AND GFCI PROTECTED. 2019 CEC 210-52( ), 210.11 (CX3), 210.8 (AX1). NOTE: A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. 150.0(k)2.I. NOTE: TWO 20-AMP GFCI PROTECTED CIRCUITS WILL BE PROVIDED IN THE KITCHEN COUNTER AND ISLAND OUTLETS. 2019 CEC 210.52(5),(1),(2),(3),(C) NOTE: ALL 15A AND 20,4 125V RECEPTACLES INSTALLED IN LAUNDRY AREAS MUST BE PROTECTED PER 2019 CEC 210.8 (10). NOTE: ALL 15A AND 20A 125V RECEPTACLES SUPPLYING DISHWASHERS AND GARBAGE DISPOSALS MUST BE READILY ACCESSIBLE AND GFCI PROTECTED PER 2019 CEC 210.8 (D). NOTE: WATER HAMMER ARRESTORS ARE REQUIRED AT ALL APPLIANCE WITH QUICK ACTING VALVES. NOTE: PROVIDE A WHOLE -BUILDING EXHAUST FAN WITH A MINIMUM VENTILATION RATE ACCORDING TO THE 2019 CEC 150,12(o). NOTE: DRYER WILL BE ELECTRIC. NOTE: OVEN / RANGE WILL BE ELECTRIC. INSTALL EV LEVEL 2 READY CIRCUIT EQUIPPED W/ RACEWAY, WIRING, RECEPTACLE AND ELECTRICAL CAPACITY, W/ A MINIMUM 208/240V, 40-VOLT CIRCUIT W/ A RECEPTACLE LABELED "Ev VEHICLE OUTLET", OR W/ ELECTRICAL VEHICLE SUPPLY EQUIPMENT W/ A MINIMUM OUTPUT OF 30 AMPS. LED LED AUTO OPENER GFCI INSTALL EV LEVEL 1 READY SPACE EQUIPPED W/ RACEWAY, WIRING, RECEPTACLE AND ELECTRICAL CAPACITY TO THE EV CHARGING STATION, A MINIMUM IIOV, 20 AMP CIRCUIT W/ A RECEPTACLE LABELED "EV VEHICLE OUTLET" OR ELECTRICAL VEHICLE SUPPLY EQUIPMENT E GFCb ECTRIC 7 B-PANEL PS-& MD G4R4G 1/4" = 1' -/7,11 C 11 orz 'CAL FLA\ �jt9��l�t 7 Revisions By 09/24/2021 GF INNOVA'l'IVE CONCEI-T way PROFESSIONAL BUILDING DESIGN AND PLANNING • 3550 Stevens Creek Blvd. Suite 225 , San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ingl�-1=amily IResiclence for: `a oa Is Avenue me, CA. 94010 A N 021-011-110 :?EVIEwEld IIVIE n BLD shallEPARTME . onstrued to � ;o, ando►�etrn, anon of theme ionsval of t ,riingary� of � VOVAL PENDING N des lELDINSPECTON - - DATE�� Date 08/15/2021 Scale NOTED Drawn GF Job Sheet l Of Sheets (DB 5" CAMELLIA 16"C. TO BE REMOVED 5" MAGNOLIA SOULANGEANA 25"G. TO BE REMOVED 14" BLACK ACACIA 44"C. TO BE REMOVED 16" BLACK ACACIA 5O"C. TO BE REMOVED GAk LAa \ 400 \ `\ 5F i NSW ¥POACH NWG BOOM 5" LEMON 16C.TOBE REMOVED 5" WEEPING CHERRY 16"G. TO BE REMOVED 1" JAPAI1ESE MAPLE 22"C. TO BE REMOVED I RA i N 1,1,5 AV; 15" TREE FLA \T SYM. SIZE OTY. BOTANICAL NAME COMMON NAME REMARKS WUGOLS TREES LI RA 24" Bx 24" Bx I 2 Lagerstroemia i. 'Natchez' Robinia x ambigua 'Idahoensis' Crepe Myrtle Idaho Locust Standard Standard Low Low SHRUBS ,AA DB EJ LA LC LV RM 5g 5g 5g 5g 5g 5g 5g 5 Agave 'Nova' 12 Dietes bicolor 10 Euonymous j. Micro. Aureovar. 1 Lavandula 'Grosso' 3 Loropetalum c. 'Burgundy' S Lavatera maritima Blue Foxtail Agave Yellow Fortnight Lily Golden Dwarf Euonymous Lavandin Chinese Fringe Flower Tree Mallow 14 Rhaphiolepis i. 'Majestic Beauty Shrub' Majestic Beauty Shrub Space 36" o.c. Low Low Low Low. Low Low. Low VINES AND GROUND COVERS CD MP NF PIS Ig lg Ig 41 Carex divulsa 45 Myoperum parvifolium 15 Nepeta faassenii ntine Notes European Grey Sedge Creeping Myoporum Catmint I. All trees 15 gallons or larger to receive (2) 2'xl0' Lodge Pole Pine Stakes with (I) I"x4" backer board nailed to stakes. Tie all trees to stakes with rubber ties at mid point of trunk, and right below branck crotch. Nail with galvanized roofing nails. 2. Provide deep watering/inspection tubes on all trees. Water basins should be sufficient enough to contain water at base of tree, cis necessary. 3.Fertilizer tablets shall be placed at the mid -point of root ball per manu. recommendation. 4.Rototill and amend entire planting site with 6" or more of compost into top 6"-12" of existing soil as necessary for planting needs. For All soils: compost at a rate of a min. of 4 cubic inches per 1000 square feet of permeable area shall be incorporated to a depth of 6" of soil. 5.Provide Min. 3" of shredded mulch under all trees, shrubs and unplanted areas for water conservation. Project Notes I. I Agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package �'-- ci/201/2021 2. Recirculating water systems shall be used for water features. 3. I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans 4. A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation Controller for subsequent managment purposes. 5. A Certificate of Completion shall be filled out and certified by either the designer of the landscape plans, irrigation plan or licensed landscape contractor for the project. 6. An irrigation audit report shall be completed at the time of final inspection. Submit this report to San Mateo County Planning for review and acceptance. 7. At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule of landscape and irrigation maintenance. Todd Kalbfeld Professional Landscape Designer ci/29/2021 Space 22" o.c. Space 39" o.c. Space 33" o.c. Low Low Low F- REV I51 ONS 6/15/2021 w z w NLE FAMILY RES �rVetw�� IRLaNI7HME 3LDG DEPAPTMEr tips Wan checK shall not be )nstruea to be a Permit 7 .. ma approval of any 'oianon of the provisions of Ourlingame Building Codes ,flROVALPENDING FINAL -1ELD INSPECTION .c,Ifpri nc, qt- DATE 0 z I- z A D_ DATE FEB / 2021 SCALE I /PJ' "-I '-0" DRAWN TK JOB MILLS SHEET L-I NORT OF SHEETS NFW AI'FF0ACH GAPAtiF 400 5F LIVING ROOM 19'-0" X 14'-8" I EEEEEEEEEEE EEEEEEEEDEE EEEEEEEEEEE EEEEEEEEEEE EEEEEEEEEEE EEEEEEEEEEE Egg gEgey6l5515 EEEEEEEE EEEEEEEEEED g EEEEEEEEEE g EEEEEEEEEE 1515151515151515151515] EEEEEEEEEEE EEEEEEEEEEE EEEEEEEEEEE g EEEEEEEEEE EEEEEEEEEEE 1 Si FLOOF H631 5F SFCONP FL. OF 389 5F PORCH IN -TO', 'S N N GREAT ROOM 21'-9" X 51 51 5] 51 51 51 51 51 51 51 5] 51 51 51 5] 51 5] 51 51 5] 51 5] 51 51 51 51 5] 51 5] 51 51 51 5] 51 '-OrX EN -ICY rt 1 IX MOM I -z' x Cs G Cs CD G En Cs G G G G G i; G 4L HYDRO - ZONES SQUARE FOOT CALCULATIONS LEGEND lEEgEEE 1. FRONT YARD NON -TURF LOW WATER USE 2. REAR YARD NON -TURF LOW WATER USE 3. REAR YARD LAWN HIGH WATER USE LOW WATER USE LANDSCAPE AREA TOTAL HIGH WATER USE LANDSCAPE AREA TOTAL LANDSCAPE AREA TOTAL WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. Reference Evapotranspiration (ETo) 42.8 Hydrozone # /Planting Descriptiona Plant Factor (PF) Irrigation Method" Irrigation Efficiency (I E)° ETAF (PF/IE) Landscape Area (sq, ft,) ETAF x Area Estimated Total Water Use (ETWU)e Regular Landscape Areas Front Low Plants .2 Drip .81 .247 766 189.202 5020.66 Rear Lawn .8 Spray .75 1.067 662 706.354 18743.81 Rear Low Plants .2 Drip .81 .247 453 111.891 2969.14 Totals 188'1A) 100 447 Special Landscape Areas 1 1 1 Totals 0 (C) 0 (D) ETWU Total 26733.61 Maximum Allowed Water Allowance (MAWA)° 27452 82 aHydrozone #/Planting Description birrigation Method cirrigation Efficiency dETWU (Annual Gallons Required) = E.g overhead spray 0.75 for spray head Eto x 0.62 x ETAF x Area 1.) front lawn or drip 0.81 for drip where 0.62 is a conversion 2.) low water use plantings factor that converts acre- 3.) medium water use planting inches per acre per year to °MA WA (Annual Gallons Allowed) = (Eto) (0.62) [ (ETAF x LA) gallons per square foot per + ((1-ETAF) x amyear. where 0.62 is a conversion factor that converts acre - inches per acre per year to gallons per square foot per year, LA is the total landscape area in square feet, SLA is the total special landscape area in square feet, and ETAF is .55 for residential areas and 0.45 for non- (42.8) (.62) [(.55 X 1881) + (1-.55 X 0)] = 27452.82 residential areas. (26.536) x [(1034.55) + (0) ] ETAF Calculations Regular Landscape Areas Total ETAF x Area (B) 1007.447 Average ETAF for Regular Landscape Areas must Total Area (A) 1881 be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. Average ETAF B = A .54 All Landscape Areas Total ETAF x Area (B+D) 1007.447 Total Area (A+C) 1881 Sitewide ETAF (B+D) + (A+C) .54 A copy of this form may be obtained from Department of Water Resources website: http://www.water.ca.gov/wateruseefficiency/landscapeordinance/ Genera I Project Notes I. I Agree to comply with the requirements of the water efficient landscape ordinance GI/SO/2021 and submit a complete Landscape Documentation Package 2. Recirculating water systems shall be used for water features. S. I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans 4. A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation Controller for subsequent managment purposes. 5. A Certificate of Completion shall be filled out and certified by either the designer of the landscape plans, irrigatin pland or licensed landscape contractor for the project. 6. An irrigation audit report shall be completed at the time of final inspection. Submit this report to City of Los Altos Building Dept. for review and acceptance. 1. At the time of final Inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule of landscape and Irrigation maintenance. Todd Kalbfeld Professional Landscape Designer cf /50/2021 766 SF 453 SF 662 SF 1,219 SF 662SF 1,881 SF lRL \4(aq u+t YvtL., ME 3fpG pEP i�T +Is afar cheog shall not �I 1 fi nn l rmst ru aPp� a Pl n°Et hur�ing�,1e eProyIslons of 'DROVAL P Building Cod IE ENDING HNAL LDiN.SPECTipN )4TF REVISIONS BY SINGLE FAMILY RES z 0 ILI z 0 O DATE FEB / 2021 SCALE I/S" = 1 i-0" DRAWN T{G �oB MILLS SHEET \ORTH L-2 OF SHEETS G,/ AGL- 400 5F NM/ PMV�WAY J IS 1.0 J: LAWN 5.6 1.8 1.8 1.8 r IJ r DINING I5'-2"" L GA-1 (ZOOM 1 F11:51 FLOOF 1,631 5F I 1 SECOND F. OF 89 5F L 01 AL 3, J20 5' LIVING ROOM ems J IO -1— I --1.-a- -I= wI c. _i L L 6A111 I OLIr° rt 3.0 3.0 C.P.M. 3.0 C.P.M. 3/4" o 3/4" o 3/4" o FOC i M / 0" TREE 1,1,5 AV': RRI COATI ON LEGEND SYM. DESCRIPTION t P.O.C. I; POINT OF CONNECTION (TEE -OFF IRRIGATION WATER SERVICE LINE, VERIFY LOCATION IN FIELD) Controller: Rainbird ESP-LX Modular Series With Weather Sensor and water sensor shut off devices or equal. Controller operating times to be set between 10:00pm and 6:OOam Solenoid Valve: irritrol 100 series I", or equal located in valve box. Or Equal. Drip Zones - Pressure regulated Solenoid valve: Irritrol 700 series I" or w/Omnireg 'OMR-IOO' or equal. Initial Setting to be 20 psi. Adjust as required. Locate in Valve Box. FEBCO - LF825YA Reduced Pressure Zone Assembly Device I" size (Lead Free) WATTS - Series LFUSB - Lead Free Water Pressure Reducing Valve - Size as Main Line Toro 510 Series 4" Pop Up Lawn -Full 12' radius • Toro 510 Series 4" Pop Up Lawn -Half 12' radius 4 Toro 510 Series 4" Pop Up Lawn -Quarter 12' radius 1SP Toro 570 Series 4" Pop Up Lawn -Variable Arc 15' radius Polyethylene drip tube: Transition from PVC as required. Poly Line shall be 3/4" w/emitters plugged directly into 1/2", or 1/4" feeder tubes as required. All tubing shall be staked @ 5'-0" max 4 buried 2" min. drip emitters shall be isoflow 2gph pressure compensating emitters. (I) emitter per 4" pot-Igal shrub. (2) emitters per 5 gallon shrub, (4) emitters per 15 gallon can, (10) emitters per 24" box tree, (20) emitters per 36" Box tree or greater. MEM 3/4" or I" Schedule 40 PVC Pipe. Refer to Pipe Sizing Chart Below. I" Sch 40 PVC Main Line - — — — Soaker emitter tubing for ground covers 3" Dia. Irrigation Sleeves for paving INDICATES CONTROLLER STATION INDICATES VALVE SIZE I RRI COATI ON ZONES - ALL ZONES LOW WATER UNLESS OTHERWISE SHOW AT ZONE FLAG USE DRIP IRRIGATION - CONTRACTOR TO SUPPLY LATEST SMART CONTROLLER WITH RAIN SENSOR. I RRI COATI ON NOTES WATER SOURCE TO BE FROM CITY SUPPLY WATER MAIN TO RESIDENCE - THIS SYSTEM IS BASED ON AN ESTIMATED AVAILABLE 20 GPM @APPROXIMATELY 60 PSI @ POINT OF CONNECTION. CONTRACTOR IS TO VERIFY EXISTING PRESSURE AT POC AND ADD PRESSURE REGULATING DEVICE AS NEEDED. ANY DISCREPANCIES SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. - EXACT WATER METER LOCATION AND AVAILABLE PSI TO BE VERIFIED WITH CAL. WATER PRIOR TO CONSTRUCTION. - ALL WORK SHALL CONFORM TO LOCAL PLUMBING ELECTRICAL CODES. - CONTRACTOR SHALL LOCATE ALL LATERALS, MAINS, AND VALVES IN PLANTING AREAS WHENEVER POSSIBLE. DO NOT CONSTRUCT TEES OR ELLS BENEATH PAVING. ALL PIPING BENEATH PAVING SHALL BE LOCATED WITHIN PVC SCH 40 SLEEV I NG. - CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1-2 SPRAY HEADS AND ENOUGH DRIP IRRIGATION SUPPLIES IN IRRIGATION BID PRICE TO INSURE ADEQUATE COVERAGE. CONTRACTOR SHALL INSTALL FILTER AND THOROUGHLY FLUSH ALL DRIP IRRIGATION LINES PRIOR TO INSTALLATION OF DRIP EMITTERS. - CONTRACTOR SHALL PROVIDE I ADDITIONAL / EXTRA CONTROL WIRE AND CAPPED MAIN FOR FUTURE EXPANSION AND MAINTENANCE. - TRENCHES WITHIN DRIPLINES OF EXISTING TREES TO REMAIN SHALL BE HAND DUG. NO ROOTS GREATER THAN I" DIA. SHALL BE CUT. ALL CUT ROOTS BETWEEN 1/2" 1" DIA. SHALL BE CLEANLY CUT AND DRESSED. der er c IRRIGATION PIPE SIZING CHART CLASS 200 1 /2" 3/4' 1" 0-4 GPM 5-9 GPM 10-16 GPM 1-1/4" == 17-26 GPM 1-1/2" == 27-35 GPM 2" == 36-55 GPM SCHEDULE 40 1/2" == 0-4 GPM 3/4' == 5-8 GPM 1" == 9-16 GPM 1-1/4" == 16-22 GPM 1-1/2" == 23-30 GPM 2" == 31-50 GPM Projec,t Note I. I Agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package ci/28/2021 2. Recirculating water systems shall be used for water features. 3. I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans 4. Check Valves or Anti -Drain Valves are required on all sprinkler heads where low point drainage could occur. Todd Kalbfeld Professional Landscape Designer 01/28/202I PEVIEWty URUNGAME BLDG DEPARTMEN This plan check shall not be : onstrued to be a permit or,or and approval of any ,lolation of the provisions of ,f Burlingame Building Codes v'ROVALPENDING FINAL MELD INSPECTION )P Jli W .f) aV DATE REVISIONS BY NGLE CAM z z O 1 DATE FEB / 2021 SCALE I/8= I'-0" DRAWN TK JOB MILLS SHEET NO L-3 OF SHEETS 36" X 36" X 24"dp. MIN. CONCRETE PAD W/ *4 8" O.C. E.W. ID WSWH PAD PER DETAIL 8/55 50" X 30" X 24" MIN. DEEP SPREAD FOOTING W/ *4 BARS AT 8" O.C. E.W. 6 —11 s L— 18" MIN. 5'-9" 24" X 24" X 24" DEEP W/ NO. 5 BARS AT 18" O.C. EA WAY L J ifT J ftT 6'-,11 2 X 8 FLOOR JOIST AT 16" O.C. 55 (N) 5" THK 2,500 psi CONC SLAB W/ NO. 4 s 18" O.C. EA. WAY 0/10 MIL PLASTIC MOISTURE BARRIER 0/ 6" CRUSHED ROCK LGUM46-SDS HANGER TYP. AT PERIMETER FOUNDATION 4 55 _J S 55 5.1 50" X 30" X 24" MI1 DEEP SPREAD FOOTING W/ *4 BARS AT 8" O.C. E.W. L L 15" X 15" X 24" MIN. DEEP CONCRETE PIER TYPICAL WHERE SHOWN 36" X 36" X 24"dp. MI — CONCRETE PAD W/ *4 / 5" O.C. E.W. 2 X 8 FLOOR JOIST L J (49 + L_ (N) 5" THK 2,500 psi CONC SLAB W/ NO. 4 6 18" O.C. EA. WAY 0/10 MIL PLASTIC MOISTURE BARRIER 0/ 6" CRUSHED ROCK 0 6 24" X 24" X 24" DEEP W/ NO. 5 BARS AT IS" O.C. EA WAY TYP. ,NDA 1/4" = 1'_" I L 0\F 4\ AT 16" O.C. �'-511 L tU Nf= 36" X 36" X 24"dp. MIN. CONCRETE PAD W / *4 8" O.C. E.W. GI46-8 HANGER 4 55 11.. 511 tD ty X P�I Fr t0 t0 in L 1L, J WSWH PAD PER DETAIL 8/S5 TYP. 36" X 36" X 24"dp. MIN. CONCRETE PAD W/ *4 8" O.C. E.W. 30" X 30" X 24"dp. MIN. CONCRETE PAD W/ *4 8" O.C. E.W. OSTRAPS AND HOLD-DOWNS LEGEND TYPE DESCRIPTION ALLOWABLE 1 USE MST37 WITH 20-16d, (2) 2X4 POST MIN 2,468 2 USE MST48 WITH 34-16d, (2) 2X4 POST MIN 3,695 3 USE HDU2 WITH 6 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 3,075 4 USE HDU4 WITH 10 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 4,565 5 USE HDU5 WITH 14 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 5,645 6 USE HDU8 WITH 20 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB7/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 7/8" X 15" EMBED ROD) 6,970 7 USE HDU11 WITH 30 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, 4X6 POST MIN AND SB1X30 ANCHOR BOLT 24" EMBEDMENT MIN. (AT EXISTING FOUNDATION: USE 1" THREADED ROD DRILLED THROUGH AND WET SET.) 8,315 NOTES: * Allowable loads for MST straps are based on 16" floor to floor clear span, 16d sinkers (9 gauge x 3 %") or 10d commons may be substituted where 16d commons are specified. * Foundation stem wall or grade beam shall be 2500 psi or better and 8" wide minimum (6" for 1 story). * All SB anchor bolts to have 5" minimum from end or corner of foundation, and 1 3/<" minimum from edge. * EPDXY: Where hold-downs are installed at existing concrete footing, use Simpson SET-XP High Strength Epoxy -Tie Adhesive System (ESR-2508) with all threaded rods min. 12" embedment for 5/8" diameter rod and 15" embedment for 7/8" diameter rod. Edge and end distance on foundation shall be the same as SB anchor bolts above - 1-3/4" edge, 5" end. Special inspection required by Engineer of Record. I 1/4" = 1' -0" TOTAL UNDEiR-FLOOIR A E/4 1,& 32 SF [0\V N BLOCK -OUT I I I I I I I —I I —I 0 O. FLOOD VENTING CALCULATIONS: LIVING AREA - 1,632 5F 1,632 / 144 11.33 X 144 GAF VENT 1,632 / 13 • 11.33 SF = 1,632 SQ. IN. 13 SQ. IN. ▪ 22.3 VENTS VENTS REQUIRED 23 / VENTS PROVIDED 23 HOLDOWN LOCATION TYPICAL I5i" X 8" MIN. GAF MODEL BVSII FOUNDATION VENT 13 SQ. IN. NFVA TYPICAL WHERE SHOWN <C V ICVVCL 'J IANC;AME aLDG OEPARTM rE his plan check shall not be :onstrued to be a Permit aro' and approval of any 'oiaHon of the Provbfons of Duningame BuIldlnp Codes JPROVALPENDING RNAL 'ID RV V INSPECTION _DATE Revisions By CIF 09/24/2021 • PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 • Phone: (408) 985-1078 Fax: (408) 985-1343 I F 0 1 N 0 10 0 z 0 0— co 0 f ,E co (�) ^0Y Li Q) W 6 -4 o -0 > 0 _ Q1 E c6 o0 1 - 'CI Z *- TIEWED FOR CODE COMPLii DEC 162021 'J4U VERITAS NORTH AMERICi` Date 0S/15/2021 Scale NOTED Drawn GF Job Sheet S 1 Of Sheets MST31 BENT STRAP 2 X 8 RAFTER AT 24" O.G. MST31 STRAP HUSC612 WSWH24X11 HUSC612 5 "XII HUCQ412 3i"XII"PSL WSWH24XII " X 11 in PSL CCNT. BLOCKING NI C516 STRAP 12"X8"X 6X12HDR MST31 BENT STRA HUSC612 54"XII;"PSL 14USC612 5 "XII"PSL HD MST48 BENT STRAP ITSI.81/12 HANG 30" MIN. LAP 3 II "PSL FL9OR BEAM MST31 STRAP 6X12HDR 2roi OO4IOk 5 "XI1; " -SL CONT. 0/ POST IPI\ L=5'-0" MST31 BENT STRAP I-IUSC612 WSWH24XII MST48 BENT STRAP 2 X 6 G.J. AT 16" O.C. 2 X 8 RAFTER AT 24" O.G. LUS26 HANGER TYP. MST31 STRAP 2 X 8 RAFTER AT 24" O.G. LUS26 HANGER TYP. R ROO! 4MF\G F 2 X 6 G.J. AT 16" O.G. BEAM SCHEDULE 3i"XIIi"PSL 7"XIIi"PSL 3i"XIIi"PSL 3i"XIIi"PSL 3i"XIIi"PSL 10" X 6" X ; " T.S. -I"XII "PSL -I"XII;"PSL 8 i" X 22 i" GLU-LAM W/ 4" CAMBER 12" X 8" X i" T.S. 5 "XII"PSL 10" X 6" X i" T.S. 3i"XII;"PSL 5 "XIIi"PSL 54"XII;"PSL SHEAR WALL SCHEDULE I.D. PLF s-seis w-wind SHEAR MAT'L EDGE NAILING FIELD NAILING (intermediate) SILL NAILING @ ea. 16" O.C. ANCHOR BOLT (3X) ANCHOR BOLT (2X) CLIP SPACING P1 260 3/8"CDX OSB 8d @ Common or Galv Box @ 6" o.c. Block all Edges 8d Common or Galv Box @ 12" 16d @ 6" O.C. 5/8" @ 32" O.C. (N) OR (E) 2X MUDSILL 5/8" AT 32" O.C. (N) OR (E) MUDSILL A35 OR RBC @ 24" O.C. P2 490 %" CDX OSB 8d @ Common or Galc BoK @ 3" o.c. Block all Edges 3X @ adjoining panel edges 8d Common or Galv Box @ 12" 16d @ 3" O C 5/8" @ 16" O.C. (N) 3X MUDSILL 5/8" AT 8" O.C. (E) 2X MUDSILL A35 OR RBC @ 16" O.C. P3 600 y" CDX OSB 10d Common or Galv box @ 3" o.c. Staggered 3X @ adjoining panel edges 10d Common or Galv Box @ 12" 16d @ 2Y2" O.C. 5/8" @ 12" O.C. (N) 3X MUDSILL 5/8" AT 6" O.C. (E) 2X MUDSILL A35 OR RBC @ 12" O.C. DBL P2 980 3/8' CDX OSB 8d © Common or Galc Box @ 3" o.c. Block all Edges 3X @ adjoining panel edges & 3X Sill 8d Common or Galv Box @ 12" 1/2"0 LAG SCREW AT 6" O.C. 5/8" @ 8" O.C. (N) 3X MUDSILL W/ 2X BLOCK A35 OR RBC @ 8" O.C. ADDITIONAL SHEAR WALL NOTES: - Minimum 2 Anchor Bolts Per Mudsill Segment Piece With One Bolt Located No More Than 12" or Less Than 7 Bolts Diameter From End - Anchor Bolts Installed At Existing Foundation Shall Have Min. 7" Embedment Using Expansion Anchor Bolts Or Simpson SET-XP Epoxy. -Plate Washers a Min Of 3"x3"x1/4" Thick Shall Be Used On Each Anchor Bolt. -Common Nails Unless Otherwise Noted. -12" o.c. Field Nailing Typical -2x4 Blockings At All Unsupported Plywood Edges. - Shear Panels & Nailing To Extend From Foundation To Floor Above And/Or To Roof Sheathing Above. - Studs To Be Place At Maximum Of 16" o.c -Shear Wall Length: For Inspection Purposes, Shear Wall Lengths Called Out On Plans Are The Gross Length Measured From Outer Edge To Outer Edge Of Hold Down Posts. Floor, Roof Diaphragm and Wall Double Top Plate Notes: Roof: Use 1/2" cdx plywood roof sheathing w/8d common nails at 6"/12". Plywood to apply with face grain across rafters. No blocking required. Floor: Use 3/4" cdx plywood floor sheathing w/10d common nails at 6"/10". Plywood to apply with face grain across joists. No blocking required. Top Plates: Use min. 48" splice with 20-16d common nails OR 2-Simpson ST22, one each side OR 1-Simpson ST6236 at all discontinued top plates or joints. STRAPS AND HOLD-DOWNS LEGEND TYPE DESCRIPTION ALLOWABLE 1 USE MST37 WITH 20-16d, (2) 2X4 POST MIN 2,468 2 USE MST48 WITH 34-16d, (2) 2X4 POST MIN 3,695 3 USE HDU2 WITH 6 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 3,075 4 USE HDU4 WITH 10 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 4,565 5 USE HDU5 WITH 14 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 5,645 6 USE HDU8 WITH 20 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB7/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 7/8" X 15" EMBED ROD) 6,970 7 USE HDU11 WITH 30 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, 4X6 POST MIN AND SB1X30 ANCHOR BOLT 24" EMBEDMENT MIN. (AT EXISTING FOUNDATION: USE 1" THREADED ROD DRILLED THROUGH AND WET SET.) 8,315 NOTES: * Allowable loads for MST straps are based on 16" floor to floor clear span, 16d sinkers (9 gauge x 3'/<") or 10d commons may be substituted where 16d commons are specified. * Foundation stem wall or grade beam shall be 2500 psi or better and 8" wide minimum (6" for 1 story). * All SB anchor bolts to have 5" minimum from end or corner of foundation, and 1 %" minimum from edge. * EPDXY: Where hold-downs are installed at existing concrete footing, use Simpson SET-XP High Strength Epoxy -Tie Adhesive System (ESR-2508) with all threaded rods min. 12" embedment for 5/8" diameter rod and 15" embedment for 7/8" diameter rod. Edge and end distance on foundation shall be the same as SB anchor bolts above-1-3/4" edge, 5" end. Special inspection required by Engineer of Record. REVIEWED ,URLUNGAME BLan DG DEPARTMEN shall not be :onstrued to be o 1� sit �ndappr(va ny ',o ation of the provisions of ,t 0urtingameBuilding Codes POROVALPENDING FINAL :IELD INSPECTION 1PVIROR-1 rxw DATE REVIEWED FOR CODE COMPLIA DEC 16 2021 BUREAU VERITAS NORTH AMERICA, I Revisions By 09/24/2021 CIF • 11 /08/2 021 CIF PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 FF1 T r— m W 0 n c ► m p o m DEC 10 2021 BUREAU VERIIAS N.A. Date 0S/15/2021 Scale NOTED Drawn E CrtF Job Sheet S2 Of Sheets BALLOON FRAME RAKE WALLS 2X6AT16"O.C. COLLECTOR RAFTER W/ EN. MST31 STRAP AT CUT -AWAY TOP PLATES Q ti 2 X 8 RAFTER AT 24" O.C. to LL L = 4'-6" P1 S& L = 3'-6" L = 6'-6" TYP. PI TYP. TYP. Di 2 X 8 G.J. AT 16" O.CJ 0 D=•L FALSE FTER 2 X 8 FALSE RAFTER AT 24" O.C. 2 X 8 RAFTER AT 24" O.G. 4X10I-1DR 0_ rlab X 2X8C.J. AT 16" O.G. LD O T Ix 0 L = 3'-0" BALLOON FRAME RAKE WALLS 2X6AT16"0.C. PP 3 i" X 11 i" PARALLAM I MST31 STRAP 2 X 8 FALSE RAFTER AT 24" 0 COLL RAFT W/ E Dgyp' ,Pr MST31 STRAP K 2 X 8 FALSE RAFTER AT 24" 0 EXTEND 130" MIN. 03EYOND I RIDGE 4, lO ■ EXTE D G /I r • BEYOND RIPG X� 0 v COLL = CTOR RAFT R W/ C 16 CONT STRAP 4 EN. ,L ati X 12 1-IEADER wQ 0 NV NV Pl = 2' 5'-0" EXTE 30" BEY 2 X 8 FALSE RAFTER AT 24" O.C. a" PARALLAM 2 X 6 BRACE AT 48" O.C. MST3'1 STRAP 4 1 • ix 8 C.J L/= 11'-6" - AT 16" C(C. 'TRAP )GE ago L=5'-0' P2 / IA, c + QG CALIFORNI,4N- 6 FRAME 11 S6 azw /u- ST E T=N )30" I BEY Np i I 04 Q LUS28 I-IANGER MST31 STRAP 2 X 8 FALSE RAFTER AT 24" OC 4 3i"X11i"PA STRAP O6 X 12 HEADER TYP. UN.O. L <=1 L 1 6. II S& ST3 1 STRAP S& = 3'-6" STRAP DETAIL 1/-" = 1' -0" 1(:) 0 IRA Vi NG STRAP DETAIL 6.1 = 3'-0" A Al BEAM SCHEDULE 3 i" X 11 ; " PARALLAM 3 i" X II " PARALLAM 3i"X11; "PARALLAM 3 i" X 11 i" PARALLAM 3 i" X 11 i" PARALLAM 3 i" X 11 i" PARALLAM BALLOON FRAME RAKE WALLS 2X6AT16"O.C. SHEAR WALL SCHEDULE I.D. PLF s-seis w-wind SHEAR MAT'L EDGE NAILING FIELD NAILING (intermediate) SILL NAILING @ ea. 16" O.C. ANCHOR BOLT (3X) ANCHOR BOLT (2X) CLIP SPACING P1 260 3/8" CDX OSB 8d @ Common or Galv Box @ 6" o.c. Block all Edges 8d Common or Galv Box @ 12" 16d @ 6" O.C. 5/8" @ 32" O.C. (N) OR (E) 2X MUDSILL 5/8" AT 32" O.C. (N) OR (E) MUDSILL A35 OR RBC @ 24" O.C. P2 490 3/8" CDX OSB 8d @ Common or Galc Bo @ 3" o.c. Block all Edges 3X @ adjoining panel edges < 8d Common or Galv Box @ 12" 16d @ 3" O C 5/8" @ 16" O.C. (N) 3X MUDSILL 5/8" AT 8" O.C. (E) 2X MUDSILL A35 OR RBC @ 16" O.C. P3 600 y2" CDX OSB 10d Common or Galv box @ 3" o.c. Staggered 3X @ adjoining panel edges 10d Common or Galv Box @ 12" 16d @ 2%" O.C. 5/8" @ 12" O.C. (N) 3X MUDSILL 5/8" AT 6" O.C. (E) 2X MUDSILL A35 OR RBC @ 12" O.C. DBL P2 980 %" CDX OSB 8d @ Common or Galc Box @ 3" o.c. Block all Edges 3X @ adjoining panel edges & 3X Sill 8d Common or Galv Box @ 12' 1/2"ID LAG SCREW AT 6" O.C. 5/8" @ 8" O.C. (N) 3X MUDSILL W/ 2X BLOCK A35 OR RBC @ 8" O.C. ADDITIONAL SHEAR WALL NOTES: - Minimum 2 Anchor Bolts Per Mudsill Segment Piece With One Bolt Located No More Than 12" or Less Than 7 Bolts Diameter From End - Anchor Bolts Installed At Existing Foundation Shall Have Min. 7" Embedment Using Expansion Anchor Bolts Or Simpson SET-XP Epoxy. -Plate Washers a Min Of 3"x3"x1/4" Thick Shall Be Used On Each Anchor Bolt. -Common Nails Unless Otherwise Noted. -12" o.c. Field Nailing Typical -2x4 Blockings At All Unsupported Plywood Edges. - Shear Panels & Nailing To Extend From Foundation To Floor Above And/Or To Roof Sheathing Above. - Studs To Be Place At Maximum Of 16" o.c -Shear Wall Length: For Inspection Purposes, Shear Wall Lengths Called Out On Plans Are The Gross Length Measured From Outer Edge To Outer Edge Of Hold Down Posts. Floor, Roof Diaphragm and Wall Double Top Plate Notes: Roof: Use 1/2" cdx plywood roof sheathing w/8d common nails at 6"/12". Plywood to apply with face grain across rafters. No blocking required. Floor: Use 3/4" cdx plywood floor sheathing w/10d common nails at 6"/10". Plywood to apply with face grain across joists. No blocking required. Top Plates: Use min. 48" splice with 20-16d common nails OR 2-Simpson ST22, one each side OR 1-Simpson ST6236 at all discontinued top plates or joints. OSTRAPS AND HOLD-DOWNS LEGEND TYPE DESCRIPTION ALLOWABLE 1 USE MST37 WITH 20-16d, (2) 2X4 POST MIN 2,468 2 USE MST48 WITH 34-16d, (2) 2X4 POST MIN 3,695 3 USE HDU2 WITH 6 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 3,075 4 USE HDU4 WITH 10 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 4,565 5 USE HDUS WITH 14 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 5,645 6 USE HDU8 WITH 20 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB7/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 7/8" X 15" EMBED ROD) 6,970 7 USE HDU11 WITH 30 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, 4X6 POST MIN AND SB1X30 ANCHOR BOLT 24" EMBEDMENT MIN. (AT EXISTING FOUNDATION: USE 1" THREADED ROD DRILLED THROUGH AND WET SET.) 8,315 NOTES: * Allowable loads for MST straps are based on 16" floor to floor clear span, 16d sinkers (9 gauge x 3'/<") or 10d commons may be substituted where 16d commons are specified. * Foundation stem wall or grade beam shall be 2500 psi or better and 8" wide minimum (6" for 1 story). * All SB anchor bolts to have 5" minimum from end or corner of foundation, and 1 %" minimum from edge. * EPDXY: Where hold-downs are installed at existing concrete footing, use Simpson SET-XP High Strength Epoxy -Tie Adhesive System (ESR-2508) with all threaded rods min. 12" embedment for 5/8" diameter rod and 15" embedment for 7/8" diameter rod. Edge and end distance on foundation shall be the same as SB anchor bolts above - 1-3/4" edge, 5" end. Special inspection required by Engineer of Record. REV IcPitu ''URLONGAME BLDG DEPARTMEN 'his plan check shall not be ;onstrued to be a permit ocor and approval of any nolafion of the provisions of r DurlingameBuilding Codes 9PROVALPENDING FINAl -IELD INSPECTION •rVIVArce r1ATE OF CA��F /2-/- 2 I REVIEWED FOR CODE C DEC 161 BUREAU VERITAS NORTH ii Revisions By 09/24/2021 CIF • 11 /0E3/2 021 CIF INN 0VA'1'1VE CONCEPTS RNA PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ing le -Family iRes iolence for: cf`1®a Is Avenue me, CA. 94-010 AFN 021- 0 11-110 'R©-,Heil DEC 10 2021 BUREAU VEHl h H N.A. Date 0S/15/202I Scale NOTED Drawn GF Job Sheet S3 Of Sheets I 55 20' -8" 10 55 ■ - L - -_ _ 15i" X Sq"IIN. a � / GAF MODEL BVS11 13zQ. IN. NFVA TYPICAL WHERE FOUNDATION VENT SHOWN 1 " EXPANSION a' GAP a (N) 5"�HK 2,500 W/ NO. 4 to18 O.C. WAY 0/10 MIL PLASTIC BARRIER 0/ 6" CRUSHED Q psi GONG SLAB EA. MOISTURE ROCK Q - 6 d Q L A A 2 - *54, CONT. BARS A AT OPENING FLOOD VENT a Q Q a � /_2'-2" GARAG 1/4" = 1' -0" 16'-4" R.O. 2'-2" ')o5'_ss C ,.\LEA 10) 55 TYP. 0\F 1 WSWH PAD PER DETAIL 12/S5 A\ 44" X 30" X 24" MIN. DEEP SPREAD FOOTING W/ *4 BARS AT 8" O.G. E.W. L = 8'-0" MST31 STRAP AT CUT -AWAY — TOP PLATES MST31 STRAP AT CUT -AWAY TOP PLATES TYP. WHERE SHOWN „ L _ 1 1 IO © I,2o 2 X 6 RAFTER (4, AT 24" O.C. A���I O 5 4" X 14" PSL CEILING BEAM _A� �' �Q" i 1$ Q �� l fio +6 �6 '- ' O LUS26 �ki, :I0 0 Al IO UQ �� 114 Uiii I---W om a� Xo � 1? � ,� �� ..--"if/ v� .57.,... x rx ,� c+- 3 "XIIi"HDR / _ IvS ST31 STRAP G4R4G 1/4" = 1' -0" 400 SF= ROOF 1 RAM L = 4'-0" E9& <=.1 L4'-0" MST31 STRAP AT CUT -AWAY TOP PLATES TYP. WHERE SHOWN \G Fl 4\ BEAT" 1 SCHEDULE O54"X14"PSL CEILING BEAM C FESS/O4, txp pc/ 1. 4 . O F C ALO� REVIEWED FOR CODE CI DEC 16 202 BUREAU VERITAS NORTH AML, �Cw�CiIVIC1� URLINGAME 13LDG DEPARTMEN rhis plan check shall not be :onstrued to be a permit or.or and approval of any 'aiation of the provisions of Burlingame Building Codes O02OVALPENDING FINAL :IEW INSPECTION '' „P M„ ON nATTCC E A Revisions By CIF 09/24/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ' toY1 I I. ro Dote 0S/15/2021 Scale ark NOTED Drawn CIF Job Sheet S4 Of Sheets 5/8" X 10" A.B. AT 48" O.C. MAX. W/ 3" X 3" X 1/4" WASHER PLY SHEAR PER SCHEDULE EN. *5 CURB BAR CONT. *5 TOP, MID AND BOTT. TYP. (MAX. 24" O.G.) *4 VERTICAL AT 24" O.C. 3/4" DF T AND G SUBFL 14/10d OR EQ. WOOD SCREW AT 6 "/10" FLOOR JOIST PER PLAN z 2X6AT16"0.C. SILL NAIL PER SCHEDULE 3/4" DF T AND G SUBFL W/10d OR EQ. WOOD SCREW AT 6 "/10" 2 X 8 F.J. AT 16" O.C. < G a Z_ — 4 X 6 GIRDER 5/8" X 10" A.B. AT 48" O.C. MAX. W/ 3" X 3" X 1/4" WASHER 8" 4" / / MIN. `'11N/— 12" MIN 16" MIN. / //l// /// ///. • 24" MIN. 3" MIN. a a 4 00 a 18" ❑ GAIAG N 5/8" X 10" A.B. AT 48" O.G. MAX. W/ 3" X 3" X 1/4" WASHER PLY SHEAR PER SCHEDULE EN. *5 CURB BAR CONT. *5 TOP, MID AND BOTT. TYP. (MAX. 24" O.G.) *4 VERTICAL AT 24" O.C. 3/4" = 1' -0 2 X BLOCK W/ 16d TOE NAILS 4X GIRDER PER PLAN BC CAP 4X4 PT POST TYP. PS BASE 8" MIN . 8"XS"X8" MIN. RAISED CONC. PIER 2-*4 EA. WAY 3/4"=1'-0 5" THK 2,500 psi CONC W/ NO. 4 18" O.C. EA. WAY 0/ 2" SAND 0/ 10 MIL PLASTIC MOISTURE BARRIER 0/ 4" CRUSHED ROCK OF N NG 3/4"=11-0 " MAX. a a a 2X6AT16"0.C. SILL NAIL PER SCHEDULE 3/4" DF T AND G SUBFL W/10d OR EQ. WOOD SCREW AT 6 "/10" 2 X 8 F.J. AT 16" O.C. 12" MAX. 4 X 6 GIRDER IZ LGUM46-SDS E HANGER Cs, �6ga. G.I. FLASHING II— N t 8" 4" MIN. /MIN / 12" MIN. 16" MIN. 5/8" X 10" A.B. AT 48" O.C. MAX. W/ 3" X 3" X 1/4" WASHER 2 5 0" /0 18 MIN. Pi /AV 2 X S RIM LGUM46 -SDS HANGER 4 X 6 GIRDER 18" MN. 12" MAX. ///��/////��/// d a 26ga. G.I. FLASHING A.B. PER SCHEDULE TYP. CONCRETE STEM WALL RAISED AT4X6TO RECIEVE LGUM 2X4PTDF MUDSILL FRONT VIEW 00 PLY SHEAR PER SCHEDULE EN. 2X4AT16"0.C. SILL NAIL PER SCHEDULE 3/4" DF T AND G SUBFL W/ 10d OR EQ. WOOD SCREW AT 6 "/10" i 5/8" X 10" A.B. AT 48" O.C. MAX. W/ " X 3" X 1/4" WASHER NG �3\ POST PER PLAN MPB66Z 5" THK 2,500 psi CONC W/ NO. 4 6 18" O.G. EA. WAY 0/ 6 INCHES OF CLASS 2 AGGREGATE BASE I 3/4" = 1'-0 NO. 5 BAR CONT. AT 3" FROM TOP 4 NO. 5 VERTICAL BAR AT POST BASE A UNDISTURBED SOT 18" MIN 3" MIN. a 4 a a MIN. a a a 4 " EQ EQ 24" X 24" !%\ PORCH SOS FINISHED GRADE 2 ROWS NO. 5 BAR AT 8" O.C. EA WAY AT MIDDLE AND BOTTOM FELT EXPANSION JOINT TYP. 5" THK 2,500 psi CONC W/ NO. 4 6 18" O.C. EA. WAY 0/ 2" SAND 0/ 10 MIL PLASTIC MOISTURE BARRIER 0/ 4" CRUSHED ROCK " MAX. --. 08A0g08goj_ II=.1=II: II-11II 1=11. 24" MIN. 8" MN. • 1% "MIN. 3/4"=1'-0 PLY BRACING, SEE SCHEDULE 2X6AT16"0.C. 2 X 6 PT. DFMUDSILL W/ 5/8" X 10" A.B. 14/3" X 3" X 1/4" WASHER AT 48" O.C. MAX SEE SHEAR SCHEDULE OTHERWISE E.N. 8" MIN. TO GRADE PAD GRADE Z_ L NO.4 BARS CONT. AT 3" FROM B TOP, MID AND BOTTOM GAIRAG 00 NG 3/4"=1'-0 *5 TOP, MID AND BOTT. TYP. (MAX. 24" O.C.) *4 VERTICAL AT 24" O.C. N a a a 2 X 8 F.J. AT 16" O.C. A35 PER SCHEDULE 4 MIN 16" MIN. a N OR 00 PLY SHEAR PER SCHEDULE EN. 5/8" X 10" A.B. AT 48" O.C. MAX. W/ 3" X 3" X 1/4" WASHER NG POST IN WALL PER PLAN SHEAR WALL PER SCHEDULE HOLDOWN PER PLANS EN EN. I_I ANCHOR BOLT I '1-11 1 PER FOUNDATION PLAN AND SHEAR PLYWOOD SCHEDULE FOUNDATION SYSTEM PER PLAN 4, a a a 4 a a d a 1 i" EDGE DISTANCE 3/4" = 1'-0 SUBFLOOR PER PLAN FLOOR JOIST AS OCCURS II I HOJ DONN D POST IN WALL PER PLAN HOLDOWN PER PLAN FOUNDATION PER PLAN SEE DETAIL 6/S3 '1'I1111111111 3/4" = 1' -0 CONCRETE SLAB PER PLAN vr,nnv (-2nvU'-' HO // ' MIN. SIB ANCHOR BOLT SEE SCHEDULE DOWN ID 41 3/4" = 1-0 *5 TOP, MID AND BOTT. TYP. (MAX. 24" O.C.) *4 VERTICAL AT 24" O.C. N a 2X4AT16"0.C. SILL NAIL PER SCHEDULE 2X BLOCKING AT 48" O.C. 3/4" DF T AND G SUBFL W/ 10d OR EQ. WOOD SCREW AT 6 "/10" 2: a �" MINA 16" MIN ors 2 X F.J. AT 16" O.C. 4 X 6 GIRDER GH46-8 HANGER TYP. A35 PER SCHEDULE 00 K55 SIMPSON WOOD SHEAR WALL RIM OR BLOCK PT DF MUDSILL *4 TOP, MID AND BOTT. TYP. (MAX. 24" O.C.) r12 CONCRETE PAD *44, BARS AT 8" O.C. E.W. 3/4" = 1'-0 SUB -FLOOR PER PLAN FLOOR FRAMING PER PLAN GIRDER PER PLAN EQ. je EQ. SEE LAN F4D WSW! REVIEWitu 1URI.JNGAME BLDG DEPARTMEN Ns plan check shall not be :onsfrued to be a permit ;ollLaafbno the P approval any f of Curtin ame Provisions Co e 9 Building Codes ODROVALPENDING ANAL IELDINSPECTION DATE SIMPSON WOOD SHEAR WALL GARAGE CONCRETE SLAB PER PLAN 3/4" = 1'-0 fhf2-ZI *4 TOP, MID AND BOTT. TYP. (MAX. 24" O.C.) CONCRETE PAD *44, BARS AT 8" O.C. E.W. FA1D � WSWN 3/4"=11-0 Revisions By CIF 09/24/2021 CIF 11/0S/2021 PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 • Phone: (408) 985-1078 Fax: (408) 985-1343 If . c r10 c 1 C, A\/,cY1I lr0 FfR CODE CAMPUANC J1C 16 2021 RITAS NORTH AMERICA, INC. Date 0E3/15/2021 Scale NOTED Drawn CIF Job Sheet S5 Of Sheets FLOOD VENT OPENING "5 CURB BAR CONT. 3" MIN.aGL Ii 3" MIN. CWR • A MN. CL 3" MIN, CLR "5 TOP BAR ° a TIES TO CURB BAR S" MIN. " MN. CLR 0 O 4 �'44 -44 R.O. OC<=0L4 CODY EN. 2X6AT16"O.C. BOTTOM PLATE SUB -FLOOR PT DF MUDS ILL FOUNDATION PER PLAN N 3/4" = 1' -0 2X BLOCK W/ 2 -16d TYP. AROUND SUBFLOOR 2" TYPe -111 24" MIN. 2X FLOOR JOIST 4X CONT. POST CBSQ 12" X 12" X S" MIN. RAISED CENTER LINE a 2 -*4 VERTICAL AT EA. PAD "4 AT 5" O.C. EA. NAY TOP 4 BOTTOM PER PLAN 3" OFF BOTT 1= CON Po sY 3/4"=1'-0 (2 NO. 4 BARS CONT. * 3" MIN. CLR. TOP AND BOTTOM 4MD 3/4" = 1'-0 5" THK 2,500 psi CONC W/ NO. 4 9 IS" O.C. EA. WAY O/—` 6 INCHES OF CLASS 2 AGGREGATE BASE UNDISTURBED SOIL 00 NO. 5 BARS CONT. AT 3" MIN. CLR. FROM TOP AND AT MIDDLE FINISHED GRADE FINISHED GRADE 2 NO. 5 BARS CONT. AT 3" MIN. OFF BOTTOM NG 3/4" = 1'-0 26ga. G.I. FLASHING W/ MASTIC AT CONTACT TO WOOD (N) NO. 40 DOWELS 6 24" O.C. 6" INTO FOUNDATION FORCk a 5" THK 2,500 psi CONC W/ NO. 4 IS" O.C. EA. WAY 0/ 6 "CLASS 2 AGGREGATE BASE CONCRETE SLAB W/ 24" , S" MIN. CONTACT 45 IDG 3/4" = 1'-0 of r\ ` = 1 1.22--2 dVt Vrt VVtILr BURLINGAME BLDG DEPARTMEPa This plan check shall not be construed to bea permit Foror and apprgolofa D violation f� provisions of des APPROVALINSPECTION NNAL `?EVIF4t�cn RV DATE Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 • Phone: (408) 985-1078 Fax: (408) 985-1343 IC, li\/#Y11 t, 'OR CODE COMPLIANCE 16 2021 AS NORTH AMERICA, IN( Date Oa/15/2021 Scale NOTED Drawn CIF Job Sheet S5.1 Of Sheets ROOF FRAMING PER PLAN H2.5A TYP EACH TRUSS WALL FRAMING PER PLAN AR SILL NAIL PER SCHEDULE 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.C. TYP. // // // // // // // // // // // // // // FLOOR FRAMING PER PLAN A35 PER SCHEDULE el=1 EN. LSL/LVL RIM OR BLOCKING EN. SHEAR WALL PER SCHEDULE k AIR 1/2" DF CDX PLYWOOD OR OSB WITH 8d 6 6"/12" O.C. A35 OR RBC PER SCHEDULE EN. EN. PLY SHEAR SEE SCHEDULE RANS 0— EQUAL 3/4" = 1'-O SHEAR WALL PER SCHEDULE E.N. LSL/LVL RIM OR BLOCKING STRAP PER PLAN SHEAR WALL PER SCHEDULE EQUAL RANS 3/4"=1"-0 3/4" T t G PLYWOOD 10d AT 6'/10" O.C. TYP. L_ FLOOR FRAMING PER PLAN AS OCCURS A35 PER SCHEDULE RANS 3/4" =1"-0 EN. ROOF PLY 2 X 6 END RAFTER NOTCH AS REQUIRED TO RECEIVE 2X4 EN. 2 X 4 BALLOON FRAME AT 16" O.C. PLY SHEAR, PER PLAN SEE SCHEDULE -2a4E) \S6/ SHEAR WALL PER SCHEDULE EN. LSL/LVL RIM OR BLOCKING STRAP PER PLAN SHEAR WALL PER SCHEDULE EN. 2" MIN. FLAT 2X4 6 4'-0" O.C. (TYP.) 2X BLOCKING AT 48" O.C. ND ID a� SECOND FLOOR WALL FRAMING PER PLAN 2X BLOCKING SILL NAIL PER SCHEDULE 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.C. TYP. 3/4" = 1'-O SILL NAIL PER SCHEDULE 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.C. TYP. FLOOR FRAMING PER PLAN FLOOR FRAMING PER PLAN ITS1.81/16 HANGER 3" MIN. FLOOR BEAM PER PLAN A35 PER SCHEDULE HEADER PER PLAN RANS 7L,R R 3/4" =1"-0 ROOF FRAMING PER PLAN CEILING FRAMING PER PLAN H2.5A TYP RAFTER WALL FRAMING PER PLAN SEE TABLE R602.7.5 FOR MIN. NUMBER OF FULL HT. STUDS AT EA. END OF HEADERS IN EXTERIOR WALLS I6d NAILS 12" O.C. MAX. 2X STUD AT 16" O.C. TYP. AR 1/2" DF CDX PLYWOOD OR OSB WITH Sd 6 6"/12" O.C. 1-16d A35 PER SCHEDULE E.N. BLOCKING EN. PLY SHEAR SEE SCHEDULE 3/4" = 1'-0 - CONTINUOUS DBL. TOP PLATE f/ HEADER PER PLAN (4 X 12 DF*2 HEADER TYPICAL OTHERWISE) 2X TRIMMER TYPICAL TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS R SPAN HEADER (feet) MAXIMUM STUD SPACING (inches) [per Table R602.3(5)] 16 24 <_ 3' 1 1 4' 2 1 8' 3 2 12' 5 3 16' 6 4 (Tcol\I EN. ROOF PLY 1/2" DF CDX PLYWOOD OR OSB WITH Sd 6 "/I2" O.C. 2X SHAPED DF NO. 2 LEDGER W/ 2- 1/4"0 X 5" SDS EA. STUD LSU26 HANGER ROOF FRAMING PER PLAN PLY SHEAR, SEE SCHEDULE CEILING FRAMING PER PLAN 2 X 6 DF NO. 2 LEDGER W/ 2- I/4"0 X 5" SDS EA. STUD LUS26 HANGER EN. IRA\S 3/4" =1"-0 5 :7) CA N AD OF Fi 1/2" PLYWOOD OR OSB W/Sd AT 6/12 CALIFORNIA RIDGE AND RAFTER PER PLAN 2-16d TOE NAIL (E) RAFTERS AN SHEATHING 2 X 10 FLAT VALLEY 14/3-16d TO EA. RAFT. SIDE VIEW CA 1 3/4" = 1'-0 OR\FA EN—` \-/////////////// / //////////////, /LSL/LVL RII" OR BLOC NG EN. SHEAR WALL PER SCHEDULE ST6236 OVER DISCONTINUOUS POINTS rat LVL BLOCKING AT 48" O.C. 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.C. TYP. // // // / ///////////////// FLOOR FRAMING PER PLAN AS OCCURS A35 PER SCHEDULE ,L,R I ,ANS 4' r� 3/4" =1"-0 10 - 16d MIN. STAGGERED SPLICES/ 16d AT 4'-0" O.C. 20-16d NAILS STAGGERED OVER THE MIN. 4' SPLICE IDE) 2-ST22 (1 EA. SD.) OVER DISCONTINUOUS POINTS 2X STUD IMMEDIATELY BELOW PLATE SPLICES o� F eF 5 i RAM PLYWOOD OR OSB EN. CALIFORNIA RAFTERS AND SHEATHING PER PLAN 2 X 10 FLAT 14/3-16d TO EA. RAFTER V A (N) OR (E) RAFTERS AND SHEATHING SECTION VIE VA Ai 3/4" = 1' -0 3/4" = 1'-O RE VIE WEL tJRLINGAME BLDG DEPARTMRt hIs plan check shall not be :onstrued to be a permit or.or and approval of any 'olation of the provlslons of EurlingarneBullding Codes PPROVAL PENDING FINAL =IE'r1/Ii:1MLrLDINSPECTION HATE REVIEWED FOR CODE COMP DEC 1 *n BUREAU VERITAS NORTH►ANi.,.; Revisions By PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 Date 0S/1/2021 Scale NOTED Drawn CIF Job Sheet S6 Of Sheets ST21I5 STRAP TO RAFTER ACROSS RIDGE 4'-0" MAX. O.C. EDGE NAILS ' DF CDX PLYWOOD OR OSB WITH 8d 6 6 "/l2" O.C. 2X RIDGE PIECE RIDGE BEAM PER PLAN (N) ROOF FRAMING PER PLAN IRA OIR DC ST2115 STRAP TO RAFTER ACROSS RIDGE 4'-0" MAX. O.C. EDGE NAILS 1/2" DF CDX PLYWOOD OR OSB WITH Sd 6 6"/12" O.C. RIDGE BEAM PER PLAN 1.551.128 HANGER AT EA. RAFTER TYPICAL (N) ROOF FRAMING PER PLAN 4V1 2 X 4 NAILER TYPICAL 26ga. G.I. FLASHING ROOF FRAMING PER PLAN CEILING FRAMING PER PLAN C< SECOND FLOOR WALL FRAMING PER PLAN 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.C. TYP. HANGER PER PLAN TYP. FLOOR BEAM PER PLAN fi ► ,My ► ` \ ► 4 11 111 3/4" DF PLY CRICKET W/ 1/4" : I' MIN. SLOPE ROOF FRAMING PER PLAN CEILING FRAMING PER PLAN WALL FRAMING PER PLAN C� T4IJ 3/4" = 1'-0 STRAP PER SCHEDULE SILL NAIL PER SCHEDULE SHEAR WALL PER SCHEDULE FLOOR FRAMING PER PLAN l l 74 E.N. 3" MIN. R4NS 3/4" =1"-0 3/4" = 1'-0 SHEARWALL PER PLAN %Z\ 3 SHEARWALL PER PLAN '4,F WINDOW HEADER CS16 STRAP W/ SOLID BLOCKING OUT TO OUT 2 X 4 AT 16" O.C. STRAP PER SCHEDULE TYPICAL FLOOR BEAM PER PLAN EN. ROOF PLY 1/2" DF CDX PLYWOOD OR OSB / (o &J) WITH Sd 6 6"/I2" O.C. A35 PER SCHEDULE ROOF FRAMING PER PLAN SHAPED BLOCKING FALSE RAFTER PER PLAN 435 PER SCHEDULE 74 E.N. EN. 3/S" = 1'-0 2X SHAPED BLOCK 2 X 4 CRIPPLE WALL AT 16" O.C. PLY SHEAR, PER PLAN SEE SCHEDULE SILL NAIL PER SCHEDULE CEILING FRAMING PER PLAN EN. PLY SHEAR, PER PLAN SEE SCHEDULE fRA\S GARAGE HEADER PER PLAN POST CAP PER PLAN POST IN WALL PER PLAN G4R4G CONN 3/4" = 1'-0 MST3I STRAP - DBL. TOP PLATES STITCH NAIL AT 4" O.C. SIMPSON 'WOOD SHEAR WALL' PER PLAN 41D R CFON 3/4" = 1'-0 EN. ROOF PLY 2X END RAFTER NOTCH AS REQUIRED TO RECEIVE 2X4 E.N. SILL NAIL 16d AT 6" O.C. E.N. PLY SHEAR, PER PLAN SEE SCHEDULE FLAT 2X4 6 4'-0" O.C. (TYP.) 45° DIAGONAL SWAY BRACE TO RIDGE BOTH ENDS G45 ST21I5 STRAP TO RAFTER ACROSS RIDGE 4'-0" MAX. O.C. EDGE NAILS 1/2" DF CDX PLYWOOD WITH Sd a 6 "/12" O.C. 2X RIDGE PIECE RIDGE BEAM PER PLAN (N) ROOF FRAMING PER PLAN 1DG CEILING JOIST PER PLAN H2.5A TYP. - 4X4POST PER PLAN 74 ° ° ° ° CEILING FRAMING PER PLAN 2X BLOCK 4' O.C. ND ID IRA AVI 3/4" = 1'-0 IRS= 3/4" = 1'-0 1/2" DF CDX PLYWOOD WITH Sd 6 6 "/I2" O.G. RAFTER PER PLAN A35 AT 16" O.C. E.N. 7ANS 3/4"=1'-0 2 X 6 BRACE AT 4' O.C. A35 CLIP TYPICAL AT BRACE TO WALL OR BEAM WALL FRAMING PER PLAN RIDGE PER PLAN 2- l6d BRACE TO RAFTER RAFTER PER PLAN 45° MIN. '11:%1G 51RAC \6� EQUAL -0 SHEAR WALL PER SCHEDULE EN. LSL/LVL RIM OR BLOCKING STRAP PER PLAN SHEAR WALL PER SCHEDULE D EQUAL -0 EN. ROOF PLY 2 X S END RAFTER NOTCH AS REQUIRED TO RECEIVE 2X4 EN. i" PLYWOOD BRACING W/ Sd AT 6"/12" O.C. SILL NAIL 16d AT 6" O.C. EN. �12�ab 6y 3/4". 1' -0 SILL NAIL PER SCHEDULE 3/4" T 4 G PLYWOOD 10d AT 6'/10" O.G. TYP. LVL BLOCKING AT 48" O.C. / /i // /A// // //// / // // // // // // // // AIR 4\ FLOOR FRAMING PER PLAN A35 PER SCHEDULE SANS FLAT 2X4 6 4'-0" O.G. (TYP.) 3/4" =1"-0 45° DIAGONAL SWAY BRACE TO RIDGE BOTH ENDS CEILING FRAMING PER PLAN HEADER PER PLAN 7ANS REVIEWED Epp DEC BUREAU VERITAS NORTH►►,, toC400�oIuEVneLdaom#fADdLaitteoNpBSeV adrotv 1. CIaNTl1l0I�f• AT E s3/4" = 1'-0 uRLtr MEaDD0EiPAR TMEnI Revisions By 09/24/2021 CIF PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 I v� I I I) I yr v i vi I• . I I yr yr I VI G Date 0S/15/2021 Scale NOTED Drawn CIF Job Sheet S6.1 Of Sheets DOUBLE TOP PLATE " THK. STEEL PLATE HEADER OR POST PER PLAN BEAM PER PLAN METAL STRAP PER PLANS DOUBLE TOP PLATE POST CAP PER PLAN 2 X STUDS 4 X POST WHERE OCCURS PER PLAN E.N. ROOF PLY CS16 CONT. STRAP COLLECTOR RAFTER 1/2" DF CDX PLYWOOD OR OSB WITH Sc 6 "/12" O.C. SILL NAIL PER SCHEDULE CEILING FRAMING PER PLAN PLY SHEAR SEE SCHEDULE WALL FRAMING PER PLAN 3X NAILER W/ I") ALL -THREAD STUD AT 16" O.C. STAGGERED TUBE STEEL BEAM PER PLAN f\1/16" Ni/16" " THK. TAB i"t, MACHINE BOLTS AS SHOWN CENTER ON WIDTH OF TAB 41'1 CONN ACI 3/4"= 1'-0 2X BLOCKING AT 45" O.C. (N) ROOF FRAMING PER PLAN —A35 PER SCHEDULE 2 X 4 CRIPPLE WALL AT 16" O.C. 2X BLOCKING AT 48" O.G. 435 PER SCHEDULE N R4\S 3/4" = 1' - 0 3X NAILER W/ "m ALL -THREAD STUD AT 16" O.C. STAGGERED TUBE STEEL BEAM PER PLAN i" THK. TAB a"4) MACHINE BOLTS AS SHOWN CENTER ON WIDTH OF TAB 2X NAILER W/ "m ALL -THREAD STUD AT 16" O.C. STAGGERED FLOOR FRAMING PER PLAN FLOOR BEAM PER PLAN DOUBLE TOP PLATE AM CONN ALIGN DECK JOIST W/ PORCH HEADER A35 AT 8" O.C. DECK FRAMING PER PLAN 2X BLOKCIN W/3ROWS 4"4,X4i" SDS SCREWS PORCH HEADER PER PLAN HANGER PER PLAN SECOND FLOOR WALL FRAMING PER PLAN SILL NAIL PER SCHEDULE 2X NAILER W/ "m ALL -THREAD STUD AT 16" O.C. STAGGERED 3/4" T 4 G PLYWOOD Imd AT 6'/10" O.C. TYP. FLOOR FRAMING PER PLAN ITS1.81/12 HANGER STEEL BEAM PER PLAN MST3T STRAP PORCH HEADER PER PLAN HANGER PER PLAN EN. SUB -FLOOR A35 AT S" O.C. SDS SCREWS PER MANUFACTURER'S SPECIFICATIONS WSWH PER PLAN EN. ROOF PLY 1/2" DF CDX PLYWOOD OR OSB WITH Sc 6 "/I2" O.C. 2 X 6 DF NO. 2 SHAPED LEDGER 14/2 - I/4" 0 X 5" SDS EA. STUD _ROOF TRUSS PER PLAN PLY SHEAR, SEE SCHEDULE EN. STRAP PER SCHEDULE LUS26 HANGER 2X NAILER W/ "m ALL -THREAD STUD AT 16" O.C. STAGGERED BEAM PER PLAN METAL STRAP PER PLANS DOUBLE TOP PLATE 2 X STUDS 4 X POST WHERE OCCURS PER PLAN 1::),AG 3/4" =1"-0 \ s� — DBL TOP PLATE POST IN WALL PER PLAN FLOOR FRAMING PER PLAN NSNH D M5T31 STRAP HGLTV5.31 H=11.815 54"XII "PSL FLOOR BEAM PER PLAN POST CAP PER PLAN POST IN WALL PER PLAN 3/4"= 1'-0 ? .7/ 3/4" = 1'-0 MST31 STRAP 3X NAILER W/ "4, ALL -THREAD STUD AT 16" O.C. STAGGERED TUBE STEEL BEAM PER PLAN 1/16"/ 1/16"/ " THK TAB DOUBLE TOP PLATE 125 3/4"= 1'-0 HUGQ612 -SDS INVERTED 3 "X11i"PSL HUSC412 HANGER BEYOND 54"X11i"PSL —POST CAP PER PLA POST IN WALL PER PLAN WSWH PER PLAN ECCQW - NO TABS FLOOR BEAM PER PLAN AM CONN UV �+ ., �� E�'AitTM► ��odiY�U,nallnoibe r=n,.aK-y t0 DBot any roVIs10nS of " Odrng e ^iOVALPENDINGHA� cLc�'��SVFf t10N tE N3/16 " i•et VVCLs �1!RlM LDG DEPARW v.rt11 N3 ®r�pS * ular check shall not be :o"OROnshued to be a permit �i•� ndapproval ofany aviation of The pronaions VALPENDINGof 1 ounmgameBuilding Codes HNAI 'IELD INSPECTION Revisions By 09/24/2021 CIF 11 /08/2 021 CIF 1NNO VA'l'IVE CONCEP'l'S Ar PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 ire le -Family fRes olence For: Is Avenue me, CA. 94010 AFN 021-011-110 - OFESS/p m t 39-2' .* OF CAI.\F��� ji.22.21 Date 08/1/2021 Scale NOTED Drown CIF Job Sheet S6.2 Of Sheets STRUCTURAL MATERIALS SPECIFICATIONS UNLESS OTHERWISE NOTED HEREIN, STRUCTURAL MATERIALS SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS. `viEN S: 1. Contractor shall verify all dimensions, elevations, and conditions of the site and existing conditions prior to commencing construction. If there are any discrepancies between the existing conditions and the drawings and specifications, the contractor shall notify the Owner immediately in writing. In no case shall dimensions be scaled from plans, sections, or details on the drawings or calculations. 2. All constructions shall be in accordance with the 2019 California Building Code. 3. All omissions and conflicts between the various elements of the working drawing and/or specifications shall be brought to the attention of the Engineer/Architect before proceeding with any work so involved. 4. The contractor shall locate and protect all existing utility lines and connections including sewer, water, gas, and electric services before and during his work. 5. No pipes, ducts, sleeves, chases, etc., shall be placed in slabs, footing, beam, or walls unless specifically shown or noted, nor shall any structural member be cut for pipes, ducts, etc., unless otherwise noted. Contractor shall obtain prior approval for installation or any additional pipes, ducts, etc. 6. Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify, and hold the Owner and Engineer/Architect harmless from any liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the Owner or the Engineer/Architect. 7. Contractor shall take precautionary measures to ensure that all property is protected during this operation. Any damage or changed conditions shall be repaired and restored to a condition equal to that existing at the commencement of the work. Contractor shall restore any damage at his own expense. 8. Contractors shall take precautionary measures to protect all unfinished exposed structural materials from any inclement weather conditions 9. Where a structural connection details is not shown or noted, the detail shall be the same as for other similar work using Simpson products such as: - CCQ or ECCQ for column caps. - CBSQ for column bases. - EG, LEG, GLST etc., for saddles hangers. - HU for joist hangers. - MST60 etc., for straps. - H1 / A35 for roof member to top plate uplift/lateral connection respectively. - Simpson Epoxy SET-XP with all threaded rod min. 12" embedment min. for retrofitting works. REGULATORY REQUIREMENTS: 1. All work shall comply with applicable Federal laws, State statutes, local ordinances, and the regulations of agencies having jurisdiction. The Contractor shall assume full responsibility for complying with the construction safety orders of the State Division of Industrial Safety, the regulations of the Federal and State Occupational Safety and Health Administrations, and such other agencies governing the Contractor's acts. The contractor shall be responsible for and hold harmless the Design Engineer/Architect for any damages and/or penalties resulting from his failure to comply with the said laws, statues, ordinances, and regulations. 2. The design, adequacy and safety of erections bracing, shoring, temporary supports, etc., is the responsibility of the Contractor, and has not been considered by the design Engineer/Architect. The contractor is responsible for the stability of the structure prior to the application of all shear walls, roof and floor diaphragms and finished materials, and shall provide required bracing to provide stability. 3. No alternate methods of construction or substitutions shall be allowed without prior approval of the Engineer/Architect. SITE WORK AND FOUNDATION: 1. Use 5/8" diameter by 10" anchor bolts at 48" on center maximum at 2x mudsills. Use 5/8" diameter by 12" anchor bolts at 48" on center maximum at 3x mudsills (see shear schedule otherwise). Each anchor bolt to have a minimum of 3"x3"x1/4" thick plate washer. 2. Soil design pressure => see soil report (if available); Assumed 1500 psf per table 1806.2 CBC2019 otherwise. 3. All excavations for footings shall have firm level bottoms in undisturbed natural soil or approved compacted fill. Excavations shall be kept free of standing water. Where excavations have been made to a depth greater than indicated such additional depth shall be filled with concrete as specified for the footings. Fill materials shall be free from debris, vegetable matter, and other foreign substances. 4. No pipes and conduits shall extend under isolated column footings or under continuous wall footings unless specifically detailed or approved by the Engineer/Architect and the Building Officials. 5. The finished excavations for foundations shall be neat and true to line with all loose material removed. 6. Foundation excavations shall be kept free of loose material and standing water and shall be checked and approved by the Building Official prior to the placement of concrete. 7. All loose soil and fill dirt shall be compacted to at least 90% of maximum density. 1. Steel bars shall conform to ASTM A615. All bars No. 4 and smaller to be Grade 40. A bars No. 5 and larger to be Grade 60. Steel bars shall not be welded. 2. Tie wire shall be 16 gauge black annealed and conform to ASTM A28. 3. Wire fabric shall conform to ASTM A185. 4. Reinforcing detailing, bending, and placing shall be in accordance with the Concrete Reinforcing Steel Institute's "Manual of Standard Practice", latest edition. 5. Reinforcing steel shall be provided with the following dimensions of cover for cast -in -place concrete: a. Concrete deposit against earth: 3" b. Formed concrete exposed to earth or weather: #5 bars, W31 or D31 wire and smaller: 1 1/2" #6 bars through #18 bars: 2" c: Concrete not exposed to earth or weather: Slab, walls, joists #11 bars and smaller: 3/4" #14 bars and #18 bars: 1 1/" Beams, Columns Primary reinforcement: 1 1" Stirrups, ties, spirals: 1 1/" 6. All reinforcing steel, anchor bolts, dowels, and inserts shall be positively secured in position prior to placing of concrete or grout. Vertical bars in Masonry walls shall be positioned as detailed and all reinforcing bar bends shall be made cold. 7. Lap splices of reinforcing bars in concrete shall be class 'C' tension splices as defined in ACI 318 latest edition unless otherwise noted. Lap splices of reinforcing bars in Masonry shall be 24" min. for no.5 0 bars or less. 8. Dowels between footings and walls shall be the same grade, size, and spacing as that of the wall reinforcing unless otherwise noted. REINFORCED CONCRETE: 1. Cement shall conform to ASTM C150 type II or V. Water shall be clean, fresh, free from detrimental quantities of acids, alkalis, and organic materials. 2. Aggregates for normal weight concrete shall conform to ASTM C33, maximum size of aggregate shall be 1". 3. Aggregates for light weight concrete shall conform to ASTM C330. 4. Ready -mix concrete shall be mixed and delivered in accordance with ASTM C94. 5. Concrete shall have a minimum compressive strength at 28 days of 2500 psi, unless otherwise noted. 6. Admixtures shall comply with ASTM A94 and be of a type that increases the workability of the concrete but shall not considered to reduce the specified minimum cement content. Calcium Chloride shall not be used. 7. There shall be a minimum of 5 1 sacks of cement per cubic yard of concrete (2500 psi compressive strength). 8. Concrete work conforms to all requirements of ACI 301, "Specification for structural concrete for buildings", except as modified herein. 9. Refer to the Architectural Drawings for molds, grooves, ornaments, clips, or other required elements to be cast in concrete. 10. No conduit placed in concrete slab shall have an out side diameter greater than 1/3 the thickness of the slab. No conduit shall be embedded in a slab that is less than 3 1/". Minimum clear distance between conduits shall not be less than 6". 11. All concrete shall be thoroughly compacted be a mechanical vibrator during the operation of placing and shall be thoroughly worked around reinforcement and embedded fixtures and into the corners of forms. 12. Concrete in contact with forms shall be cured by one of the following methods to prevents premature drying of concrete for at least 7 days: a. Application of absorptive mats or fabric kept continuously wet. b. Application of waterproof sheet materials conforming to ASTM C171. c. Application of a curing compound conforming to ASTM C309. The compound shall not be used on any surface against which additional concrete other material is to be bonded. STRUCTURAL WOOD: 1. All solid framing lumber shall be Douglas Fir Larch (U.O.N.), grade marked and conform to the standard grading and dressing rules of the West Coast Lumber Inspection Bureau. Wood grades shall be as follows: a. Joists and Rafters: Grade #2 b. Purlins and Subpurlins: Grade #1 c. Beams and Headers: Grade #1 d. Ledgers: Grade #2 e. Plates: Grade #2 f. 2x4 studs to 8' 0" long: Stud grade g. 2x4 studs 8' 1" to 14' long: Grade #2 h. Other studs: Grade #2 i. Posts: Grade #1 6. Cutting, notching or drilling of studs or sawn joists is to be permitted only as detailed by the Engineer/Architect. 7. All wood resting on concrete or masonry shall be pressure treated. Anchor bolts shall be placed not more than 12" or less than 7 bolt diameter from each end of a plate or from a notch and spaced at intervals noted on the plan, but no more than 4'0" on center with a minimum of two bolts per plate. 8. Provide double joists under all parallel nonbearing walls. Provide steel straps at pipes as required by chapter 23 of CBC2019. I! `,I711EE: 1. Materials, manufacture and quality control shall conform to U.S. product standard PS 56. 2. The glued laminated timber members shall be Western species provide stress values that meet or exceed the requirements for combinations 24F-V4 for simple span members and 24F-V8 for the other members. 3. Moisture content shall not exceed 16%. 4. Adhesives shall meet the requirements for the wet condition of service. 5. A certificate of Inspection indicating conformity to U.S. Product Standard PS 56 shall be provided for each glue laminated member. The certificate shall be issued by the American Institute of Timber Construction ICBO NER-QA220. A copy of the certificate shall be provided to the building Official prior to erection of the framing and to the Engineer/Architect. R 1 kCINEERED Eh Where engineered timbers indicated on the plan (such as floor "I" joists etc.), installations shall comply with manufacturer's details and specifications. 1. Floor joists: Use Truss Joist 'TJI' or approved equivalent products. 2. Beams & Headers: - LVL: Use Truss Joist 1.8E WS Microllam or approved equivalent products. - PSL: Use Truss Joist 2.0E WS Parallam or approved equivalent products. PLYWOOD SHEATHING: 1. All wood product panels (plywood, composite, water board, oriented strand board, structural particleboard) shall comply with U.S. product standard PS 1 or shall comply with the American Plywood Association standards for APA Structural Use Panels, ICBO NER-209. Panels which may have any edge or surface permanently exposed to the weather or to the moisture shall be classified as Exterior. The spacing in inches of roof and floor supports over which panels are applied shall not exceed the Span rating stamped on the panels. Panels shall be identified with the appropriate grade mark of the American Plywood Association, the panel thickness and nailing schedule shall be as follows unless otherwise noted: a. Plywood roof sheathing shall be 1/" CDX APA rated sheathing exposure 1 using 8d common nails at 6" o.c. max. edge nailing, 12" o.c. max. field nailing. Plywood to apply with facegrain perpendicular to framing members below, stagger adjacent panels by 4 feet. b. Plywood floor sheathing shall be 3/4" CDX APA rated sheathing exposure 1 using 10d nails or equivalent wood screws at 6"o.c. max. edge nailing, 10" o.c. max. field nailing. Plywood to apply with face grain perpendicular to framing members below, stagger adjacent panels by 4 feet. c. Plywood wall sheathing shall be 3/8" CDX APA rated sheathing exposure 1. All plywood panels edges blocked and nailed per shear wall schedule. TOP PLATES 1. Use minimum 48" splice with 20-16d common nails or 2-simpson ST22, one each side or 1 -Simpson ST6236 at all discontinued top plates or joints. RU P. E 1. The design and fabrication of roof trusses are to be performed by the truss manufacturer. Calculations shall be submitted to the Building Department for approval and installation. This office shall review installation plans for general conformance to the building prior to truss installation. 2. All trusses shall be designed to resist all live and dead loads and shall be designed in accordance with "Design Specification For Light Metal Plate Connected Wood Trusses, TPI-74", published by the Truss Plate Institute. Bearing points for trusses shall be as called out on plans. 3. The prefabricated trusses shall be design for the following loads: a. Top chord: 19 psf min. for concrete tile dead load + 20 psf min. live or load. 10 psf min. for compo shingles dead load + 20 psf min. live load. b. Bottom chord: 7psf min. dead load + 10 psf min. live load. 2. Untreated lumber shall be dry and well seasoned, and the moisture content shall not exceed 19%. All lumber shall be air seasoned not less than 30 days before being covered with finished materials. Store all lumber off ground, considerably ventilated, and covered. 3. All nails shown on the drawings shall be common wire nails, and conform to table 2304.9.1 of CBC 2019, unless otherwise noted. Noted machine bolts shall conform to ASTM A307. 4. Manufacture hardware shall be ICBO approved. Design is based on Simpson Company. Where rough carpentry is exposed to weather or in ground contact, provide fasteners and anchorage with a hot -dip zinc coating. Unless otherwise noted, installation shall comply with the manufacturer's recommendations. All bolt heads and nuts bearing on wood shall have standard cut washers. All bolt holes in wood shall be drilled 1/32" diameter larger than the bolt diameter. 5. All framing shall be in accordance with the requirements of chapter 23 of 2019 California Building Code, unless otherwise noted. Install joists and beams with the crown edge up. Provide all necessary bridging, blocking, and fire blocking. 4. The truss manufacturer shall provide design and shop drawings for all trusses. Said shop drawing shall be specific to this particular project. Generic truss design and calculations are unacceptable. The shop drawing shall contain at least the following information (in addition to other information required to meet all applicable design and construction standards). a. Dimension of all trusses. b. Species and grade of lumber. c. Erection plan. d. Numbering system of trusses for field identification purposes. e. Truss connection detailing and specification. 5. Truss manufacturer shall supply all blocking and bridging shown on the plans. 6. All truss plans and calculations shall be stamped and sign by a registered Civil Engineer Contractual Engineer licensed in the State of California. 7. All shop drawings and complete calculations of prefabricated trusses shall be submitted to the project Architect/Engineer for his approval. The approved drawings and calculations shall then be submitted the Building Department for final approval prior to fabrication and delivery for construction. 8. Contractor shall check all dimensions and any discrepancies found must be called to the attention of project Architect/engineer prior to installation. 9. The shear wall material shall be continuos to the roof sheathing, except when a structural truss is on top of the wall. In this case the truss bottom chord shall be nailed to the top plates with block nailing. A gable truss is not a structural member 10. Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within w feet of the center of the spans on the face of the bottom chord: - Identity of the company manufacturing the truss - The design load - The spacing of the trusses 11. To ensure that trusses do not inadvertently load a non structural wall, use one of the following: All dead loads are in place (i.e. sheathing, roof tiles, etc.) before the non bearing walls are constructed; OR Roof trusses shall be cambered for the full dead load; OR A minimum gap (3/4" for trusses up to 25 feet, 1 1/" for trusses up to 50 feet or as determine by the truss designer) is placed between the bottom chord of the truss and the top of the partition SHEAR WALL SCHEDULE I.D. PLF s-seis w-wind SHEAR MAT'L EDGE NAILING FIELD NAILING (intermediate) SILL NAILING @ ea. 16" O.C. ANCHOR BOLT (3X) ANCHOR BOLT (2X) CLIP SPACING P1 260 3/"CDX O' : 8d @ Common or Galv Box @ 6" o.c. Block all Edges ) 8d Common or Galv Box @ 12" 16d @ 6" O.C. 5/8" @ 32" O.C. (N) OR (E) 2X MUDSILL 5/8" AT 32" O.C. (N) OR (E) MUDSILL A35 OR RBC @ 24" O.C. P2 490 %" CDX O' : 8d @ Common or Galc Bo @ 3" o.c. Block all Edges 3X @ adjoining panel edges ) 8d Common or )Galy Box @ 12" 16d @ 3" O C 5/8" @ 16" O.C. (N) 3X MUDSILL 5/8" AT 8" O.C. (E) 2X MUDSILL A35 OR RBC @ 16" O.C. P3 600 Y2" CDX O.B 10d Common or Galv box @ 3" o.c. Staggered 3X @ adjoining panel edges 10d Common or Galv Box @ 12" 16d @ 2Y2" O.C. 5/8" @ 12" O.C. (N) 3X MUDSILL 5/8" AT 6" O.C. (E) 2X MUDSILL A35 OR RBC @ 12" O.C. DBL P2 980 %" CDX O:B 8d @ Common or Galc Box @ 3" o.c. Block all Edges 3X @ adjoining panel edges & 3X Sill )8d Common or Galv Box @ 12" 1/2"0 LAG SCREW AT 6" O.C. 5/8" @ 8" O.C. (N) 3X MUDSILL W/ 2X BLOCK A35 OR RBC @ 8" O.C. ADDITIONAL SHEAR WALL NOTES: -Minimum 2 Anchor Bolts Per Mudsill Segment Piece With One Bolt Located No More Than 12" or Less Than 7 Bolts Diameter From End -Anchor Bolts Installed At Existing Foundation Shall Have Min. 7" Embedment Using Expansion Anchor Bolts Or Simpson SET-XP Epoxy. -Plate Washers a Min Of 3"x3"x1/4" Thick Shall Be Used On Each Anchor Bolt. - Common Nails Unless Otherwise Noted. -12" o.c. Field Nailing Typical - 2x4 Blockings At All Unsupported Plywood Edges. -Shear Panels & Nailing To Extend From Foundation To Floor Above And/Or To Roof Sheathing Above. -Studs To Be Place At Maximum Of 16" o.c -Shear Wall Length: For Inspection Purposes, Shear Wall Lengths Called Out On Plans Are The Gross Length Measured From Outer Edge To Outer Edge Of Hold Down Posts. Floor, Roof Diaphragm and Wall Double Top Plate Notes: Roof: Use 1/2" cdx plywood roof sheathing w/8d common nails at 6"/12". Plywood to apply with face grain across rafters. No blocking required. Floor: Use 3/4" cdx plywood floor sheathing w/10d common nails at 6"/10". Plywood to apply with face grain across joists. No blocking required. Top Plates: Use min. 48" splice with 20-16d common nails OR 2-Simpson ST22, one each side OR 1-Simpson ST6236 at all discontinued top plates or joints. STRAPS AND HOLD-DOWNS LEGEND TYPE DESCRIPTION ALLOWABLE 1 USE MST37 WITH 20-16d, (2) 2X4 POST MIN 2,468 2 USE MST48 WITH 34-16d, (2) 2X4 POST MIN 3,695 3 USE HDU2 WITH 6 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 3,075 4 USE HDU4 WITH 10 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 4,565 5 USE HDU5 WITH 14 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB5/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 5/8" X 12" EMBED ROD) 5,645 6 USE HDU8 WITH 20 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, (2) 2X4 POST MIN AND SB7/8X24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF EPDXY: USE 7/8" X 15" EMBED ROD) 6,970 7 USE HDU11 WITH 30 SIMPSON SDS 1/4" X 2.5" WOOD SCREWS, 4X6 POST MIN AND SB1X30 ANCHOR BOLT 24" EMBEDMENT MIN. (AT EXISTING FOUNDATION: USE 1" THREADED ROD DRILLED THROUGH AND WET SET.) 8,315 NOTES: * Allowable loads for MST straps are based on 16" floor to floor clear span, 16d sinkers (9 gauge x 3 %") or 10d commons may be substituted where 16d commons are specified. * Foundation stem wall or grade beam shall be 2500 psi or better and 8" wide minimum (6" for 1 story). * All SB anchor bolts to have 5" minimum from end or corner of foundation, and 1 g/." minimum from edge. * EPDXY: Where hold-downs are installed at existing concrete footing, use Simpson SET-XP High Strength Epoxy -Tie Adhesive System (ESR-2508) with all threaded rods min. 12" embedment for 5/8" diameter rod and 15" embedment for 7/8" diameter rod. Edge and end distance on foundation shall be the same as SB anchor bolts above - 1-3/4" edge, 5" end. Special inspection required by Engineer of Record. I2_1-21 REVIEWED FOR CODE C DEC 1e BUREAU VERITAS NORTH Ai 10411‘ibiia It 1LoG IDEPARTME .neck shall not be ^"• ..da to be a pennf 0,. fa approval of any .r,Irmor, of the provisions os '3urdnyame Berg COd 'O?OVAIPENDING HNAi r_���e�ut t0'",coFr•.TION r '1ATF Revisions By 09/24/2021 CIF 11/00/2021 CzF "1-1/ PROFESSIONAL BUILDING DESIGN AND PLANNING 3550 Stevens Creek Blvd. Suite 225 San Jose, CA 95117 Phone: (408) 985-1078 Fax: (408) 985-1343 a 'eruct DEC 10 2021 BUREAN.AEHI IA: r'LIANCE Date 00/15/2021 Scale NOTED Drawn CxF Job Sheet S7 Of Sheets SHEAR REINFORCEMENT PER 5/WSWH1 WHEN REQUIRED. W SLAB ON GRADE FOUNDATION NOTES : 1. SEE 2/WSWH1 FOR DIMENSIONS AND ADDITIONAL NOTES. 2. SEE 5/WSWH1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. 3. MAXIMUM H = le -de. SEE 3/WSWH1 AND 4/WSWH1 FOR le. 6Y " 2 6" MIN INTERIOR FOUNDATION X 6Y " z 6" MIN. WSWH-AB H d a I;IfI �IIIII- MINIMUM CURB/STEMWALL WIDTH PER 5/WSWH1 SHEAR REINFORCEMENT PER 5/WSWH1 WHEN REQUIRED. IIIII-IIIII Y W Y2w , W CURB OR STEMWALL FOUNDATION DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. W MINIMUM CURB/STEMWALL WIDTH PER 5/WSWH1 SHEAR REINFORCEMENT PER 5/WSWH1 WHEN REQUIRED. BRICK LEDGE FOUNDATION STRONG -WALL® WSWH ANCHORAGE - TYPICAL SECTIONS 1 6Y" 2 LENGTH DIAMETER LENGTH HS ON HIGH STRENGTH MODELS HEAVY HEX NUT FIXED IN PLACE ON ALL WSWH-AB ANCHOR BOLTS HEAVY HEX NUT PLATE WASHER HEAVY HEX NUT WSWH PANEL MODEL MODEL NO. DIAMETER LENGTH le WSWH12, WSWH18 AND WSWH24 WSWH-AB1 x24 1" 24" 15Y" WSWH-AB1 x24HS 1" 24" 15Y2" WSWH-AB1x30 1" 30" 21Y2" WSWH-AB1 x30HS 1" 30" 21Y2" WSWH-AB1x36 1" 36" 27Y2" WSWH-AB1x36HS 1" 36" 27Y" WSWH ANCHOR BOLTS 3 WSWH-HSR_KT 6Y" 2 LENGTH HX ON EXTENSION KIT TOP OF CONCRETE HEAVY HEX NUT FIXED IN PLACE ON ALL WSWH ANCHOR BOLTS 1" HIGH STRENGTH ROD HIGH STRENGTH COUPLER NUT WSWH-HSR AND WSWH-AB ASSEMBLY 6Y" z ASSEMBLY le = WSWH-AB le + WSWH-HSR le+6Y" TOP OF CONCRETE CUT TO LENGTH AS NECESSARY HIGH STRENGTH COUPLER NUT WSWH PANEL MODEL MODEL NO. DIAMETER LENGTH le WSWH12, WSWH18 AND WSWH24 WSWH-HSR1x24KT 1" 24" 17Y" WSWH-HSR1x36KT 1" 36" 29Y2" WSWH ANCHOR BOL1 STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL I Y2w Y Iw X SLAB OR CURB AND SURROUNDING FOUNDATION NOT SHOWN FOR CLARITY a. YW Y2w FOUNDATION PLAN VIEW WSWH-AB WSWH ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) SEISMIC CRACKED STANDARD 16,000 33 11 17,100 35 12 HIGH STRENGTH 34,100 52 18 36,800 55 19 UNCRACKED STANDARD 15,700 28 10 17,100 30 10 HIGH STRENGTH 33,500 45 15 36,800 48 16 WIND CRACKED STANDARD 6,200 16 6 11,400 24 8 17,100 32 11 HIGH STRENGTH 21,100 36 12 27,300 42 14 34,100 48 16 36,800 51 17 UNCRACKED STANDARD 6,400 14 6 12,500 22 8 17,100 28 10 HIGH STRENGTH 22,900 33 11 26,400 36 12 34,200 42 14 36,800 44 15 NOTES : 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D, ACI 318-14 CHAPTER 17 AND ACI 318-19 CHAPTER 17 WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF WSWH-AB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A193 GRADE B7). 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C- F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.3, ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-19 SECTION 17.10.5.3. 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE DESIGNER MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 6. REFER TO 1 /WSWH1 FOR de. WSWH ANCHORAGE SOLUTIONS FOR 3000 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB 1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) SEISMIC CRACKED STANDARD 16,000 31 11 17,100 33 11 HIGH STRENGTH 33,900 49 17 36,800 52 18 UN CRACKED STANDARD 16,300 27 9 17,100 28 10 HIGH STRENGTH 34,000 43 15 36,800 46 16 WIND CRACKED STANDARD 5,600 14 6 10,200 21 7 17,100 30 10 HIGH STRENGTH 20,000 33 11 26,500 39 13 33,600 45 15 36,800 48 16 UNCRACKED STANDARD 6,200 13 6 12,800 21 7 17,100 26 9 HIGH STRENGTH 21,800 30 10 28,900 36 12 33,100 39 13 36,800 42 14 WSWH ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) SEISMIC CRACKED STANDARD 16,000 27 9 17,100 29 10 HIGH STRENGTH 34,700 44 15 36,800 46 16 UNCRACKED STANDARD 15,700 23 8 17,100 25 9 HIGH STRENGTH 33,900 38 13 36,800 40 14 WIND CRACKED STANDARD 6,800 14 6 11,600 20 7 17,100 26 9 HIGH STRENGTH 21,400 30 10 28,400 36 12 32,400 39 13 36,800 43 15 UNCRACKED STANDARD 6,800 12 6 12,400 18 6 17,100 23 8 HIGH STRENGTH 22,800 27 9 26,700 30 10 30,700 33 11 36,800 37 13 EXTENSION 4 WSWH-RT EXTERIOR INSTALLATION WSWH- R TB L BRICK LEDGE INSTALLATION WSWH-RT INTERIOR INSTALLATION WSWH-RTPF PANEL FORM INSTALLATION TOP OF CONCRETE WSWH-RT WITH ANCHOR BOLT STABILIZERS (2) 1" WSWH-AB (2) 1" WSWH-A WSWH ANCHOR BOLT TEMPLATES 6 3" ANCHOR BOLT #3 HAIRPIN, GRADE 60 REBAR (MIN.) FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP VARIES WITH BOLT SPACING. HAIRPIN SHEAR REINFORCEMENT ANCHOR BOLT 1Y" CLR #3 HAIRPIN (#3 TIE SIMILAR). SEE TABLE FOR REQUIRED QUANTITY. HAIRPIN INSTALLATION (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) ANCHOR BOLT #3 TIE, GRADE 60 REBAR (MIN.) FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. TIE SHEAR REINFORCEMENT ANCHOR BOLT 1Y" CLR IIII" "IIII #3 HAIRPIN (#3 TIE SIMILAR). SEE TABLE FOR REQUIRED QUANTITY. 1Y" SPACING SECTION A DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. %JEWEL ,LjRLiN1iMME BLDG DEPARTME tils plan check shall not be onstrued to be a permit or.ot Jnd approval of any rolation of the provisions of ,d Burlingame Building Codes DPROVAL PENDING FINAL •IELD INSPECTION lC\/I PAtcr o' rIATF STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL SHEAR ANCHORAGE MODEL SEISMIC3 WIND4 Lt OR 4, (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) ASD ALLOWABLE SHEAR LOAD, V Ib. ( ) UNCRACKED CRACKED WSWH12 10Y4 (1) #3 TIE 6 SEE NOTE 7 6 1,080 770 WSWH18 15 (2) #3 HAIRPINS5'6 6 (1) #3 HAIRPIN 6 HAIRPIN REINF. ACHIEVES MAX. ALLOW SHEAR LOAD OF THE WSWH WSWH24 19 (2) #3 HAIRPINS5 6 (2) #3 HAIRPINS5 6 NOTES : 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-19, ACI 318-11 AND ACI 318-14 AND ASSUME MINIMUM 2,500 PSI CONCRETE. 2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC SHEAR REINFORCEMENT DESIGNS CONFORM TO ACI 318-19, SECTION 17.10.6.3, ACI 318-14, SECTION 17.2.3.5.3 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. 5. ADDITIONAL TIES MAY BE REQUIRED AT GARAGE CURB OR STEMWALL INSTALLATIONS BELOW ANCHOR REINFORCEMENT PER DESIGNER. 6. USE (1) #3 HAIRPIN FOR WSWH18 WHEN STANDARD STRENGTH ANCHOR IS USED. 7. USE (1) #3 TIE FOR WSWH12 WHEN PANEL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. 8. #4 GRADE 40 SHEAR REINFORCEMENT MAY BE SUBSTITUTED FOR WSWH SHEAR ANCHORAGE SOLUTIONS. 9. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-19 SECTION 17.9.2, ACI 318-14 SECTION 17.7.2 AND ACI 318-11 SECTION D.8.2. 10. THE DESIGNER MAY SPECIFY ALTERNATE SHEAR ANCHORAGE. REVIEWED FOR cut DEC 16 BUREAU VERITAS NOR REVISIONS FIRST RELEASE - 2018 IBC 2021 IBC REVISIONS LLJ H- Q N 0 N N N 0 N 0 N M 0 0 z 0 J J O 0 a) o 07) - rn ♦--+ o CD CP rn o Za_<v') u U rn o O 3 VJ co cll a) E. I°'� • • • a) H an THERE IS NO EQUAL U) U) J Z 0 I- CO W W Q W 0 CD W o W OW I Z O C� z Z Q THERE IS NO EQUAL EN' AME DATE 03-16-2021 SCALE N.T.S. CHECKED SHEET WSWH1 OF SHEETS STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL TENSION ANCHORAGE SCHEDULE 2,500, 3,000 AND 4,500 PSI 2 STRONG -WALL® WSWH SHEAR ANCHORAGE SCHEDULE AND DETAILS JOB NO. J STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL MODELS MODEL NO. W (in.) H (in.) ANCHOR BOLTS TOTAL WALL WEIGHT (lb.) QUANTITY DIA. (in.) WSWH12x7 12 84 2 1 105 WSWH18x7 18 84 2 1 155 WSWH12x8 12 96 2 1 120 WSWH18x8 18 96 2 1 175 WSWH24x8 24 96 2 1 225 WSWH12x9 12 108 2 1 130 WSWH18x9 18 108 2 1 195 WSWH24x9 24 108 2 1 250 WSWH12x10 12 120 2 1 145 WSWH18x10 18 120 2 1 210 WSWH24x10 24 120 2 1 275 WSWH12x12 12 144 2 1 165 WSWH18x12 18 144 2 1 245 WSWH24x12 24 144 2 1 325 WSWH18x14 18 168 2 1 285 WSWH24x14 24 168 2 1 370 WSWH24x16 24 192 2 1 420 WSWH18x20 18 240 2 1 390 WSWH24x20 24 240 2 1 520 NOTES : 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74/2". 2. ALL PANELS COME WITH PRE -ATTACHED HOLDOWNS, TWO HEAVY HEX NUTS, TWO HEAVY BEARING PLATES, ONE WSWH-TP TOP CONNECTION PLATE WITH REQUIRED FASTENERS AND INSTALLATION INSTRUCTIONS. 3. ALL PANELS ARE 31/2" THICK. STRONG -WALL® WSWH MODELS 1 RIM JOIST, BEAM, OR BLOCKING IF APPLICABLE TOP PLATES - I 7/8" MAXIMUM WOOD SHIM. FOR SHIMS GREATER THAN 8", SEE 9/WSWH2. ° DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. d WSWH-TP SHEAR TRANSFER PLATE SEE 10/WSWH2 FOR ALLOWABLE EDGE AND FACE DRILL ZONES STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL WSWH HOLDOWN HEAVY HEX NUT AND HEAVY BEARING PLATE ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. SINGLE STORY WSWH ON CONCRETE STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL 0000 O O O o 0 0 O 00 O 0 O 00 O 00 O 0 DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL HEAVY HEX NUT AND HEAVY BEARING PLATE PLACE STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT - WRENCH. USE 18" WRENCH FOR 1" NUT. TIGHTEN ANCHOR NUTS FINGER TIGHT + Y" TURN. O 000 O 00000 O 00000 0 a � i SEE SHEETS WSWH1 AND WSWH1.1 FOR ANCHORAGE SOLUTIONS STANDARD INSTALLATION BASE CONNECTION 4 PLACE STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT WRENCH. USE 15/8" WRENCH FOR 1" NUT. TIGHTEN ANCHOR NUTS FINGER TIGHT + Y2" TURN. FRAMING BY OTHERS (NOT SHOWN FOR CLARITY) FRAMING BY OTHERS -> (TYPICAL) SILL PLATE ANCHORAGE BY OTHERS •.o ____f_JEE2:;.:.:;/ 2 2 a ° ° 4 4 2 DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL HEIGHT TO INCLUDE THE DEPTH OF THE FLOOR SYSTEM AND SHALL BE INSTALLED DIRECTLY ON THE FOUNDATION. SPECIFY PANEL HEIGHT FROM TOP OF FOUNDATION TO UNDERSIDE OF TOP PLATES OR BEAM. NAILING BY OTHERS FRAMING BY OTHERS JOIST HANGER (IF REQUIRED) SEE SHEETS WSWH1 AND WSWH1.1 FOR ANCHORAGE SOLUTIONS SEC TION WOOD FLOOR SYSTEM BASE CONNECTION SHEAR TRANSFER DESIGN AND DETAILS BY OTHERS 3" MIN. WIDTH BY 11Y" MIN. DEPTH HEADER BY OTHERS. FOR WSWH AND HEADER FURRING REQUIREMENTS, - WHEN APPLICABLE, SEE DETAILS 4/WSWH4, 5/WSWH4 AND 6/WSWH4. POST AND CONNECTION DETAILS BY OTHERS ROUGH OPENING HEIGHT STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL 5 DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. WHEN WSWH-PS STRAPS OMITTED, ALLOWABLE SHEAR VALUES FOR STANDARD PANEL APPLY. GARAGE HEADER ROUGH OPENING HEIGHT MODEL NO. TRIMMED PANEL HEIGHT H CURB ROUGH OPENING HEIGHT WSWH12x7 WSWH18x7 WSWH24x7 78" 5Y2" 6'-11Y2" 6" 7'-0" WSWH12x8 WSWH18x8 WSWH24x8 85Y" 0" 7'-1Y2" 93Y4" 5Y" 8'-2/4" 6" 8'-3Y4" NOTES : 1. IF REQUIRED ROUGH OPENING HEIGHT EXCEEDS TABLE VALUE, SPECIFY NEXT TALLER PANEL AND TRIM AS NECESSARY. THE STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL MAY BE TRIMMED TO WSWH-TP CONNECTION MODEL NO. FASTENER QUANTITY SWS16150 SDS25600 WSWH-TP12 14 2 WSWH-TP18 26 4 WSWH-TP24 46 8 ATTACH WSWH-TP PLATE (PROVIDED) ON ONE SIDE ONLY WITH A COMBINATION OF SDS 4"x6" AND SWS16150 CONNECTOR SCREWS. TOP PLATES ALIGN WSWH-TP NOTCHES WITH BOTTOM OF TOP PLATES SWS16150 8" MAXIMUM WOOD SHIM. FOR SHIMS GREATER THAN /8", SEE 9/WSWH2. • • 'Ii • OPTIONAL 1' DIAMETER BY Y4" DEEP COUNTERBORE SDS25600 DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. INSTALL SDS Y4"x6" SCREWS AT AN ANGLE THAT PREVENTS THEM FROM EXITING SIDE OF FRAMING; APPROX. 30 DEGREES (TYP.) INSTALL WSWH-TP ON EXTERIOR FACE 1" DIAMETER BY Y4" DEEP COUNTERBORE STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL SECTION 4x FRAMING FURRING NOT REQUIRED EXCEPT AS REQUIRED FOR FINISH MATERIAL ATTACHMENT SECTION 6x FRAMING TOP CONNECTION 6 WSWH-TP CONNECTION MODEL NO. FASTENER QUANTITY SWS16150 SDS25600 WSWH-TP12 28 4 WSWH-TP18 52 8 WSWH-TP24 92 16 ATTACH WSWH-TP (PROVIDED) WITH A COMBINATION OF SDS25600 AND SWS16150 CONNECTOR SCREWS. TOP PLATES /8" MAXIMUM WOOD SHIM. FOR SHIMS GREATER THAN 7/", SEE 9/WSWH2. OPTIONAL 1" DIAMETER BY Y4" DEEP COUNTERBORE ALIGN WSWH-TP NOTCHES WITH BOTTOM OF TOP PLATES Y" x PANEL WIDTH x 3" WOOD FURRING SWS16150 MAX. 8" SHIM AS NECESSARY FOR TIGHT FIT SDS25600 STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. SECTION 8x FRAMING APPROX. 30 DEGREES (TYP.) INSTALL WSWH-TP ON BOTH SIDES Y4" x PANEL WIDTH x 3" WOOD FURRING 1" DIAMETER BY Y" DEEP COUNTERBORE BACK-TO-BACK TOP CONNECTION 7 QTY. OF SD4"x6" SCREWS REQ'D. WSWH12 4 WSWH18 8 WSWH24 16 DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. EDGE DISTANCE FOR SCREWS SLOPE A (in.) B (in.) 0:12-4:12 2 3 5:12-8:12 1Y 4y 9:12-12:12 1Y2 5Y INSTALL SDS 4"x6" SCREWS (ORDER SEPARATELY). INSTALL IN 2 ROWS AS SHOWN AND COUNTERSINK AS REQUIRED. NOTES : 1. MAINTAIN END DISTANCES TO PREVENT SCREWS FROM PENETRATING THROUGH THE OUTER EDGES. 2. INSTALL SCREWS PERPENDICULAR TO THE TOP PLATE. 3. EDGE DISTANCES ASSUME DOUBLE TOP PLATE. 1" MIN. 1Y" MIN. FROM EDGE ROW SPACING • • • • • Ht • i 1 Y2" MIN. AT EDGE Y2" MIN. SDS TIP TO CHASE / / 1 /8" O.C. MIN. PLAN VIEW SDS SCREW SPACING 4" MIN. CLEARANCE END OF PANEL TO NEAREST SCREW (SEE TABLE) (4) SIMPSON STRONG -TIE ® LTP4 OR A35 FRAMING ANGLES. MAY BE USED IN COMBINATION (2 PER SIDE). NO HOLES IN HATCHED REGION. A L= W(MIN.) LTP4 SPACING BY OTHERS 4x SHIM BLOCK 4%" TO 12" DESIGNER IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. FULL -HEIGHT ADJACENT FRAMING BY OTHERS SEE 6/WSWH2 FOR TOP CONNECTION STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL SHIM BLOCK 1" TO 4" CRIPPLE SHEARWALL, BLOCKING DESIGNER SHALL DESIGN AND DETAIL FOR: 1. SHEAR TRANSFER 2. OUT -OF -PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT AND STRAP BY OTHERSin" 1 INSTALL SDS Y"x6" SCREWS (MIN.) FROM THE TOP SIDE OF THE PLATES PER QTY. AND SPACING REQUIREMENTS DETAILED IN 8/WSWH2. 4x SHIM BLOCK SHIM BLOC K SEE 6/WSWH2 FOR TOP FOR 8" TO 12" BLOCK DEPTHS: ATTACH SIMPSON STRONG -TIE® CS16 STRAPS AT EDGE OF WSWH PANEL (EACH SIDE) USING 10dx1'/" NAILS SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10": • 8 NAILS INTO BLOCK • 8 NAILS INTO WSWH PANEL SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12": • 10 NAILS INTO BLOCK • 10 NAILS INTO WSWH PANEL CONNECTION FULL -HEIGHT ADJACENT FRAMING BY OTHERS STRONG -WALL® HIGH STRENGTH C RIPPLE WALL WOOD SHEARWALL TOP OF WALL HEIGHT ADJUSTMENTS EDGE DRILL ZONE MIDDLE Y3 OF PANEL THICKNESS HOLES • MAX. THRFF HOLES IN FACE AND THREE IN EDGE. • / "-DI AML I LR HCLES, MAX. • 6" O.C., MIN. NO EDGE HOLES ALLOWED IN LOWER 26" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE MAINTAIN 1/2" MIN. EDGE DISTANCE FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 46" OF PANEL HOLES • 45/8"-DIA. HOLES, MAX. • MAX. OF TWO 4/8"-DIA. HOLES OR ONE 4Y4"x12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED. ALLOWABLE SMALL HOLES FACE AND EDGE DRILL ZONES NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER 4/8" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 2" 24" HOLES FOR WSWH24X7 PANEL ONLY • MAX. OF ONE 4 8"x6" HOLE • 8" FROM TOP OF PANEL, MIN. ALLOWABLE LARGE HOLES IN ADDITION TO ALLOWABLE SMALL HOLES TRIM ZONE AND ALLOWABLE HOLES 10 1. STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. 7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. vCAd ir..�� CIEPRPIMC o OPPro'�o ns O' ,jl"Ia�0 NGpNpt 119 I10NO /.----- ,(I0o DEC 1 BUREAU VERITAS +V► . REVISIONS FIRST RELEASE - 2018 IBC 2021 IBC REVISIONS W 0 N 0 z t 0 0 C 0 0 a� 999-5099 0 0 co • www.strongtie.corn • bk 4 4/2 THERE IS NO EQUAL P:11LT/ Ir:k.�•7TI CD 46 THERE IS NO EQUAL GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 A MINIMUM HEIGHT OF 74Y2'. 2. FURRING DOWN GARAGE HEADER MAY BE REQUIRED FOR CORRECT ROUGH OPENING HEIGHT. FOR GARAGE WALL OPTION 2, DESIGNER SHALL DESIGN AND DETAIL FOR: 1. SHEAR TRANSFER 2. OUT -OF -PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT ALTERNATE WSWH GARAGE FRONT OPTIONS 3 DOUBLE TOP PLATES SIMPSON STRONG -TIE® A35 FRAMING ANCHORS SIMPSON STRONG -TIE® LTP4 FRAMING ANCHORS STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL SECTION VIEW 2X6 OR WIDER FRAMING w k INSTALLATION NOTES : 1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN OR EQUAL TO PANEL WIDTH (W). 2. THIS DETAIL APPLICABLE FOR SLOPES UP TO 12:12. 3. PANELS TALLER THAN 12' MUST BE DESIGNED FOR THE APPLICATION. RAKE WALL NOTES CHECKED SHEET WSWH2 OF SHEETS 11 JOB NO. J CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10T10:20:41-07:00 (Page 1 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021.08-10T10:20:41-07:00 (Page 2 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribd 19x CERTIFICATE OF COMPLIANCE Cf1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08.10T10:20:41-07:00 (Page 3 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10T10.20:41-07.00 (Page 4 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x GENERAL INFORMATION ENERGY DESIGN RATING REQUIRED SPECIAL FEATURES OPAQUE SURFACES Energy Design Ratings Compliance Margins The following a-c features that must be installed as condition for meeting the modeled energy performance for this computer analysts. 01 Project Name Residential Building 01 02 03 04 05 06 07 08 • Indoor air quality, balanced fan • Ceiling has high level of insulation • Window overhangs and/or fins • Northwest Energy Efficient Alliance NEEA rated heat pumpwater heater; specific brand model, or equivalent, must be installed rgY Y (NEEA) spe / q 02 Run Title Title 24 Analysis Name Zone Construction Azimuth Orientation Gross Area (fej Window and Door Area (h2) Tik (deg) Efficiency' (EDR) Total' (EDR) Efficiency' (EDR) Total' (EDR) 03 Project Location 1304 Mills Avenue Standard Design 54.7 29.5 From Wall 1st Floor R-21 Wail 135 Front 316 102 90 04 CityBudi Elsa me OS Standards Version 2019 Left Wan 1st Floor 11,21 Wall 225 Left 402 92 90 UB Zip code 94010 07 Software Version EnargyPro 8.2 Proposed Design 53.7 28.5 HERS FEATURE SUMMARY Rear Wal 1st Floor R,21 Wall 315 Back 316 164 30 OS Climate Zone 3 09 Front Orientation (deg/ Cardinal) 135 RESULT: z COMPLIES The following is a summary of the feature sthat must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Right Wall 1st Floor R-21 Wall 45 Right 402 69 90 10 Building Type Single family 11 Number of Dwelling Units 1 Front Wall? 2nd Floor R-21Wail 135 Front 246.6 54 9D 1: Efficiency EDR includes improvements to the building envelope and more efficient equipment 2: Total EDR includes efficiencyand demand response measures such as photovoltaic (PV)systems and batteries Po p Y 3: Building complies when efficiency and total compliance margins are greater than or equal to zero 12 Project Scope NewConstruction 13 Number of Bedrooms 5 Building -level Verifications: • Indoor air quality ventilation • Kitchen range hood Cooling System Verifications: • Minimum Airflow • Fan Efficacy Watts/CFM Heating System Verifications: Verified• heat pump rated heating capacity -, HVAC Distribution System Verifications:. • Duct leakage testing Domestic Ha Water System Verifications: ( �f .✓•r. / ! •° • ..,None-, T" T'` { ?° Left Wall 2 and Floor R.21 Wall 225 Left 364.E 59 90 14 Addition Conti. Floor Area (ft2) 0 15 Number of Stories 2 Rear Wall 2 2nd Floor R-21 Wa I 315 Back 246.6 70 9D 16 Existing Cond. Floor Area (h1) n/a 17 Fenestration Average U•factor n.4 • Standard Design PV Capacity: 3.79 kWdc • PV System resized to 3.79 kWdc (a factor of 3.794) to achieve 'Standard Design PV PV scaling Right Pali 2 2nd Floor R21 WTI 45 Right 384.E 57.8 90 18 Total Cond. Floor Area (ft2) 2992 19 Glazing Percentage (%) 22.32% Roof 1st Floor R.38 Roof Attic n/a nia 1632 n/a n/a 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area -/a ENERGY USE SUMMARY/ Roof 2 2nd Floor R38 Roof Attic n a n/a 657 n/a n/a 22 Is Natural Gas Available? Yes Raised Floor 1st Floor R-19 Floor Crawlspace n/a n/a 1632 n/a n/a Energy Use (kTDV/ftl-yr) Standard Design - Proposed Design Compliance Margin Percent Improvement Interior Surface 2nd Floor R-19 Floor No Crawlspace n/a n/a 136D n/a n/a COMPLIANCE RESULTS Space Heating 23./7 26.51 2.74 -11.5 Space Cooling 0.76 1.94 1.18 -155.3 IAQ Ventilation 12.75 12.75 D 0 Water Heating16.31 10.61 5.7 34.9 Self Utilization/Flexibility Credit n/a 0 D n/a Compliance Energy Taal 53.59 S1.81 1.78 3.3 01 Building Complies with Computer Performance OPAQUE SURFACES -CATHEDRAL CEILINGS 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 01 02 03 04 05 06 07 08 09 10 11 BUILDING • FEATURES INFORMATION 03 This building incorporates one or more Special Features shown below Name Zone Construction Azimuth Orientation Area (ft1) Skylight Area 1 (h) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof 01 02 03 04 05 06 07 Registration Number: Registration Date/Time: HERS Provider: 221-F010168124A000-000.00000000000 2021.03101667 30 CaICERTS iMC. CA Building Energy Hfitiency Standards - 2E119 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08-10 10:22:40 Schema Version: rev 2D200901 Project Name z Conditioned Floor Area (ft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Vaulted Roof 2nd Floor R-38 Roof No Attic 315 tack /D3 Cr 5 D.1 U.S No Residential Building 2932 _ _ 2 REQUIRED PV SYSTEMS - SIMPLIFIED ATTIC 01 02 03 04 05 06 07 08 09 10 11 12 ZONE INFORMATION 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 DC System Site (kWdc) Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input rig ArrayAngle (deg) Tilt:(a in 12) Inverter rte Eff. (%I Annual Solar Access (%) Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittame Radiant Barrier Cool Roof Zone Name Zone Type HVAC System Name 1 Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 - Water Heating System 2 Attic 1st Floor Attic Rooflst Floor Ventilated 5 0.1 5.85 No No 1st Floor Conditioned HVAC Systeml 1632 = OHW Sys 1 N/A 3.79 NA Stanoara Fixed none true 1SD-77D !I fa n/a <4712 95 100 Attic and Floor Attic Roof2nd Floor Ventilated 5 0.1 0.85 No No 2nd Floor Conditioned HVAC System? 1360 ., DHW Sys 1 NJA Registration Number: Registration Date/Time: HERS Provider. 221-F010166124A-000-0040000000-0000 2021-O6-101057,30 CaICERTS inc CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22:40 Schema Version: rev 20200901 Registration Number: Registration Date/Time: HERS Provider: 221-P010166124A-000-000-0000O00-0000 2021-08-101057.30 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.0840 10:22:4D Schema Version: rev 20200901 Registration Number: Registration Date/lime: HERS Provider: 221-P0101W124A000-000-OOW1100.00W 2021-08-101057 30 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22:40 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10T10:20:41.07:00 (Page 5 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribd 19x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10710:20:41-07:00 (Page 6 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Tire: 2021-08-10T10:20:41-07 00 (Page 7 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribd19x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10T10:20:41-07:00 (Page 8 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x OPAQUE SURFACE CONSTRUCTIONS FENESTRATION / GLAZING OVERHANGS AND FINS WATER HEATERS 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 01 02 03 04 OS 06 07 08 09 10 11 12 Construction Name Surface Type Construction Type Framing Taal Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Name type Surface Orientation Azimuth Width (It) Height g (h) Mu tt.a Area (It1 U•fact) U-factor Source SHGC SH GC Sourc e Exteriorg Shading Overhang Left Fin Right Fin Name Heati Element Type Tank Type pot Units Tank Vol. (gal) Ener Factor or Efficiency Input Rating or Pilot Tank Insulation R-value ilex/Ext) Standb Y Loss or Recovery Eff Hr. Rating or Flow Rate NEEA Heat Pump Brand or Model Tank location or Ambient Condition Window Depth Dist Up Left Extent Right Extent Flap Fit. Depth Top Up Dist L Bot Up Depth Top Up Dist R Sot Up R-19 Floor Gawlspace Boors Over Craavlspace Wood Framed Floor 2x6 16 in. 0. C. R-_ = None / None 0.049 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity/Frame: R-19 Glass Door Window Front Wall Front 135 3 8 1 24 0.4 NFRC D.45 NFRC Bug Screen Glass Carr 4 0.1 4 ., p D 0 D 0 D 0 0 Glass Door 2 Window Front Wall Front 135 6 8 1 48 0.4 NFRC 0.45 NFRC Bug Screen DHW Heater 1 Heat Pump nia 1 50 NEEA n/a nia n/a 80 ga Rheem\PROPHSD 12 RH37515 (50 gal) Conditioned Window Window Front Wall Front 135 1 30 0.4 NFRC 0.45 NFRC Bug Screen Glass Door 2 4 0.1 4 a D 0 0 D 0 D 0 0 R38 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2.4 @ 24 in. O.C. 5-38 None / None 0.02S Over Ceiling Joists: R-28.9 insui, Cavity J Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board Window 2 Window Left Wall Left 225 1 36 0.4 NFRC D.45 NFRC Bug Screen SGD 8 0.1 E 8 0 0 0 D 0 - 0 0 Window 3 Window Left Wail Left 225 1 20 0.4 NFRC D.45 NFRC Bug Screen WATER HEATING - HERS VERIFICATION Window 4 Window I.:'Y W'a!1 Left 225 1 36 OA NFRC D.45 NFRC Bug Screen OPAQUE SURFACE CONSTRUCTIONS R•19 Floor No Crawlspace Interior Floors Wood Framed Floor 2,6 C 1_5 n. O. C. R-:1 None / None 0.049 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 in 5-1/2 in. (R48)/ 2x6 Ceiling Below Finish: Gypsum Board 01 02 03 04 05 06 07 08 Window 5 Window Rear Wad Back 3:5 1 36 0.4 NFRC 0.45 NFRC Bug Screen 01 02 03 04 OS 06 07 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery SGD Window Rear Wan Back 3:5 tr 1 128 0.4 NFRC 0.45 NFRC Bug Screen Construction Name Surface Type Construction Type Framing Taal Cavity R•value Interior / Exterior Continuous R-value U-factor Assembly Layers Window 6 Window Right Wall RAM 45 1 36 0.4 NFRC D.45 NFRC Bug Screen DHW Sys 1 -. _ Not Reo...,ed Not ReI.:I-ec Nat Raq..,red Node Not Required Not Requ yen, Not Re.:u:rea Window 7 Window Right Wall Kent 45 1 8 0.4 NFRC 0.45 NFRC Bug Screen R 21 Wa.-: Eate IN Wels Wood Framed Wa! 2.b 4% 16 n, O. C. IS 21 None i None 0.063 Inside Finish: Gypsum Board Cavity / Frame: R-21 /2x6 Exterior Finish: 3 Coat Stucco Window 8 Window Right Wall Rigm 45 1 25 0.4 NFRC D.45 NFRC Bug Screen SPACE CONDITIONING SYSTEMS Window 9 Window Front Wall 2 Front 135 1 48 0.4 NFRC D.45 NFRC Bug Screen BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 OS 06 07 08 09 10 11 Window 10 Window Front Wall 2 Front 135 1 6 0.4 NFRC D.45 NFRC Bug Screen 01 02 03 04 Name System Type HeatingUnit Name CoolingUnit Name Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Heating Equipment Count Cooling Equipment Count R-38 Roof No Attic Cathedral Ceilings Wood Framed Ceiling 2x8 C 24 -n. 0. C. R 35 Na-s i None 0.031 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R.38 / 2x8 inside Finish: Board GypsumHVAC Window 11 Window Left Wall 2 Left 225 1 20 0.4 NFRC D.45 NFRC Bug Screen Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFMSO Window 12 Window Left Wall 2 Left 225 1 24 0.4 NFRC 0.45 NFRC Bug Screen Not Required Not Required Net Rea:u:rad n/a Systeml Heat pump heating cooling Heat Pump system T Heat Pump S stem 1 HVAC Fars 1 Air Distribution System 1 Setback New NA Window 13 Window Left Wall 2 Left 225 1 9 0.4 NFRC 0.45 NFRC Bug Screen Window 14 Window Left Wall 2 Left 225 1 6 0.4 NFRC D.45 NFRC Bug Screen WATER HEATING SYSTEMSY Attic Rooflst Floor Attic Roofs Wood Framed Ceiling 2.4 nf- 24 m. 0. C. R-0 No, i Inane 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Window 15 Window Rear Wall 2 Back 315 1 12 0.4 NFRC D.45 NFRC Bug Screen 01 02 03 04 05 06 07 HVAC System? Heat primp heating cooling Heat Pump System 2 Heat Pump System 2 HVAC Fang Air Distribution System 2 Setback New NA Window 16 Wndnw Rear Wall 2 Bach 315 1 16 0.4 NFRC 0.45 NFRC Bug Screen Name system stemType DistributionType Water Heater Name g (1 Solar HeatingSystem Y Compact Distribution P HERS Ve rfflcation Glass Door 3 Weidov, Rear Wall 2 Bat, 315 1 42 0.4 NFRC 0.45 NFRC Bug Screen DHW Sys 1 Domestic Hot Water (DHW) Standard Distribution System DHW Heater 1 (1) --la No-e ^7a Window 17 Window Right Wall 2 Rig�-t 45 1 40 0.4 NFRC D.45 NFRC Bug Screen Attic Roof2nd Floor Attic Roofs Wood Framed Ceiling 2.4E. 24 i 1. O. C. R 1, None I None 3 1.4-: Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2.4 Registration Number: Registration Date/Time: HERS Provider: 221-Fp10166124A-000-000.00000000000 2021-09-101057.3 CaICERTS inc CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-08.10 10:22:40 Schema Version: rev 20200901 Window 18 W n4Ow Rght Wad 2 Right 45 1 17.8 0.4 NFRC D.45 NFRC Bug Screen Registration Number: Registration Date/lime: HERS Provider: 221-F01016S124A-000.00Oc000000-0000 2021 q%-101057.30 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22A0 Schema Version: rev 20200901 Registration Number: Registration Date/lime: HERS Provider: der. 221-F010166124A-000-000-0300000A009 2021-09-101057 30 CaICERTS inc CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22:40 Schema Version: rev 20200901 Registration Number: Registration Cate/Time: HERS Provider: 221-F UlOt 66124A-0J0-000-0000006-0000 2021-03-101057 30 CaICERTS inc CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22:40 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10710:20:41-07:00 (Page 9 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10T10:20:41-07:00 (Page SO of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribd19x CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name: Residential Building Calculation Date/Time: 2021-08-10710:20:41-07:00 (Page 11 of 11) Calculation Description: Title 24 Analysis Input File Name: 0210678 Mills Ave Residence.ribdl9x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 01 02 03 04 OS 06 07 OB 09 10 11 HVAC DISTRIBUTION - HERS VERIFICATION I certify that this Certificate of Compliance documentation in accurate and complete. 01 02 03 fi4 05 06 07 08 09 HVAC1. HEAT PUMPSDocumentation Author Name: Nicholas Bignardi Documentation Author Signature: 7A'r"44'" Name System Type Number Units Heating Cooling Zonally Compressor HERS verification Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handier Low Leakage Ducts Entirely in Conditioned Space of HSPF/COP Cap 47 Cap 17 SEER EER/CEER Controlled Type Company. an P Y FRI Energy Consultants, LLC. Signature Date: 2021-08-10 10:57:30 Heat Pump System 1 Central split HP 1 8.2 6D000 50000 14 11. / Not Zonal Single Speed Heat Pump System 1-hers•htpump Address: 21N.HarrisonAve, CEA/ HERS Certification Identification Of a ppficable). n/a Air Distribution System 1-hers-dint Yrs 5.0 Not Required Not Required Not Required Credit not taken Not Required No Heat Pump System 2 Central split HP 1 8.2 60000 50000 14 11.7 Not Zona! Single Speed Heat Primp System 2-hers-htpump City/5[ate(2ip: Campbell, CA 95008 Phone: 408-866-1620 Air Distribution System 2-hero-di St Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No HVAC HEAT PUMPS -HERS VERIFICATION RESPONSIBLE PERSON'S DECLARATION STATEMENT I cery y the following under penalty o perjury, under thetaws o the State ofCalifornia: 1. I arn eligible under Division 3 of the Business and Professions Cale to accept responsibility the building deign identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance re consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building peit applkation. 01 02 03 04 05 06 07 08 09 HVAC • FAN SYSTEMS Name Verified Airflow Airflow Target gCharge Verified EER Verified SEER Verified Refrigerant Verified HSPF8 V r ed Verified Heating Cap 47 Verified Heating Cap 17 01 02 03 Name Typepermit Fan Power (Watts/CFM) Name Heat Pump System hers-htpurnp Required 350 Not Required Not Required N•a No Yes Yes Responsible Designer Name: Nicholas Bignardi Responsible Designer Signature: a J HVAC Fan 1 HVAC Fan 0-45 HVAC Fan 1-hers-fan Heat Pump System 2-hers-htpump Required 350 Not Required Not Required No No Yes Yes HVAC Fan 2 HVAC Fan 0.45 HVAC Fan 2-hers-fan Company: FRI Energy Consultants, LLC. Date Signed: 2021-08-10 10:57:30 HVAC - DISTRIBUTION SYSTEMS HVAC FAN SYSTEMS • HERS VERIFICATION Address: 21 N. Harrison Ave, License: n/a 01 02 03 04 0s 06 07 08 09 10 11 12 01 02 03 Duct Ins R-value Duct Location Surface Area City/State/tip: Campbell, CA 95008 Phone, 408-866-1620 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Duct Leakage HERS Verification HVAC Fan 1-hers-fan RequL ed ...-5 HVAC Fan 2-hers-fan Required :;.15 Air Distribution System 1 Unconditioned attic Nor Verified R 6 R 6 Attic Attc n/a n/A NO Bypass Duct Sealed a --a Tested Air Distribution System l.hers•dist IAQ(INDOOR AIR QUALITY) FANS Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. -V•a,; ` + . `- ''fz ` r 1 ' lilt ';' 1,lr 'fir o Q_'.}!-I►...F Easy to Verify at CaICERTS.coin, 01 02 03 04 05 06 Dwelling Unit lAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness (%) IAQ Recovery Effectiveness • SREIAQ Recovery Effectiveness - SRE Air Distribution System 2 Unconditioned attic Non Verified R 6 R-6 Attic Att.[ nl n/a No Bypass Duct Sealed and Tested Air Distribution System 2 hers -dirt SFam IAQVentRpt 1-1 ! 59 6.981132 Sal ore led 1-WV 60 rya Registration Number: Registration Date/lime: HERS Provider: Registration Number: Registration Date/lime: HERS Provider 221-P010186124A-(02- 000000000000 2021-0-101057.30 CaICERTS inc CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021.08.10 10:22:40 Schema Version: rev 20200961 Registration Number: Registration Date/Time: HERS Provider: 221-P010166124A-000-000-0000000-0000 2021-08.10 10 57 30 CaiCERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report version: 2019.1.300 Report Generated: 2021-08-10 10:22:40 Schema Version: rev 20200901 221-F010766124A4330-000-0000000000 2021-08-10105730 CaICERTS inc CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-08.10 10:22:40 Schema Version: rev 20200901 ;4{ Fsas "•, vIC; x evil t3LDG DEPAR •i.4 for, check shall not bF'71Q insfrued fo be a permit Ind Oppfayal of an, Nation of the prOvlsJQns 0. lurling0ttle9LIlbjn9 Cod?=: "NOVALPENDING FINAI MELD INS2FCpON ' 1 0 c2 N) cc ��m 0 2019 Low -Rise Residential Mandatory Measures Summary jyOTE. Lcw-rise residential builrfngs su4ect fo the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach ilk 2019 Low -Rise Residential Mandatory Measures Summary x ` 2019 Low -Rise Residential Mandatory Measures Summary „ - 2019 Low -Rise Residential Mandatory Measures Summary § 150.0((43A Clearances. Air conditioner and her pump outdoor condensing units must have a clearance of at least five feet from the outlet of ary dryer Requirements for Ventilation and Indoor Air Quality: § 150 0(k)2G Interior Switches and Controls. An energy management control system (EMCS) may be used tocompiy with control requrements if it: provides fun_.lionality of the specified corird aocorcing to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS resits remerts of § 133.0(e); and meets all ether requirements in § 150.0(k)2 used. Review the respective section For information *Exceptions mayapplyLiquid P ceA (012020) § 150.0(h)38: Line Drier. arcondtioners and heal a stems must be equipped with liquid line filter driers if rewired, ass meet the q P rrp systems el) ppe qP� by manufacturer's instructions. Requirements for Ventilation and Indoor Air Quality All dwellinxg units must meet the requirements of ASHRAE Standard 62.2, Ventilation § 150.0(o)1: and Acceptable Indoor Air Quality in Residential Buildings subjed to the amendments specified in§ 150.0(o)1. 150.0 k 2H § () Interior Switches and Controls. A mdtiscene programmable corirdier may be used to comply with dmmer requirements in § 150.001 if it provides the functionality of a cimmer aocorcing to § 110.9, and canplies with all other applicable requirements in § 150.0(k)2. BuildingEnvelope Measures: °Pe § 150.0(0:Single Storage Tank Insulation. Urtred hot water tanks, such as storage tanks and backup storage tanks fa solar water -healing systems, must have a minimum of R 1� external insulation or internal insulation where insulation R-value is irxlbated on the exterior of tarts. Family Detached Dwelling Units. Single family detached dwelling units and attached dwelling urns net shoring ceilings or floss with § 150.0(o)1C: other dwelling wits, occupiable spices, public garages, or commercial spates must have mechanical ventilation airflow provided al rates determined bar ASHRAE 62 2 Sections 4.1.1 and 4.1.2 and as specked in § 150.0(o)1C. Air Leakage. Manufactured fenestration extent doors, and exterior pet doors must limit air leakage to 0.3 CFM per square font or less § 110.6(a)1: when tested per NFRC-40Q ASTM E283 a AAM4rWDMAtCSA 101/1.S.2/A440-2011.' § 150 0 2 Interior Switches and Controls. In bathrooms, garages, laundry rooms, and Unity rooms, at least one luminaire in each of these spaces must be controlled by an occupant sensor or a vacancy sensor provicing automa is -off functionality. If an occupant sensor is instated, t must be initial/ corfi ured tomanual-ono eralion using the manual control re ured under Section 150.0 Y 9 p 9 q (k)2C. § 150 0(j)2A Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. AH domestic het water piping must be insulated as specified in Section 60911 et the California PUmbing Code. In addition, the following piping conditions must have a minimum insulation wall thickness d one inch or a minimum insulation R-value of 7.7: the first five feet of cold water pipes from the storage tank, all hot water piping with a nominal diameter equal to or greater than 314 inch and less than one inch( all het water piping with a nominal cfameter less than 3f4 iron that is, associated with a domestic het water recirculation system, from the heating source to storage tank or between tanks buffed below grade, and from the healing source to kitchen fixtt.res.` § 110-6(a)5: Labeling. Fennestralion products and exterior doors must have a label meeting the requirements of § 10-111(a). Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanics ventilation airflow accordance with Equation 150 0-B and must be ether a valanced system or continuous soppy a continuous § 150 0(0)1 E is net used, all units in the building must use the same system type and the dwelling -unlit envelope leakage 2 inch water per s are foci of dwelling unit envelope surface area and verified in aocordarce with Reference � ) p � 9 °p provided at rates in rachaust system If a balanced must be <_ 0.3 CFM al 50 Pa Residential Appendix RA3.8. � Field fabricated etQeiior doors and fenestration products moat use U factors and seta heal gar coefficient (SHGC) values fran Tables 110 bib § ) 1 10.6-A 110.6-B, or JA4 5 for exterior doors. They must be caulked and/or weather-stripped'system § 150.0 2J: Interior Switches and Controls. Luminaires that are or contain light souses that meet Reference Joint Appendix JA8 requirements for griming, and Thal are not cortrdled by occupancy a vacancy sensors, must have dimming controls.' Air Leakage. All pints, penetrations, and other openings in the buildng envelope that are potential sources of err leakage must be caulked, § 110.7 gasketed, or weather stnpped § 150 0(k)2K Interior Switches and Controls Under cabinet lighting must be controlled separately from ceiling•instaled lighting systems § 150 08J)3 Insulation Protection Piping insulation must be protected from damage, including that due to sunlight, mcislure, equipment maintenate, and wind as required Section 120.3 Insulation exposed to weather must be water retardant and protected from W light no adhesive tapes). @) P p 9 ( Pe ) I rsulation covering chilled wale Aping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder Pipe insulation boned below grade must be installed in a waterproof and non -crushable casing or sleeve. MultifamilyBuilding Central Ventilation S Central ventilationsystems that serve multiple dwellingunits must be balanced to provide g Y�+rn& pP § 150.0(0)1 F. ventilation airflow for each dwelling unit served al a rate equal to or greater that the rate specified by Equation 153.0•B. All unit airflows must be within 20 percent of the unitwith the lowest arflow rate as it relates to the Moir/toilet urit's minimum required arflow rate needed forconphance. § 150.0(k)3A Residential Outdoor Lighting For singe -family residential buldin outdoes lilting permanentlymounted 10 a residential building or to other 9h 9 y 9s 9hi 9 g builcings on the sane Id, must meet the requirement in dem § 150.0(k)3Ai (ON and OFF switch) and the requirements in either § 15D 0(k)3Ai (Photocell and either a motion sensor or automatic time switch control) or § 150.0(k)3Aiii (astronomical time clock ), or an EMCS Insulation Certification by Manufactu rer& Insulation must be certified by the Department of Consumer Aifars, Bureau c Household Goods § 110.8(a):by and Services (BHGS) § 110.8(g): Insulation Requirements for Heated Slab Floors. Healed dab floors must be insulated per the requirements of § 110.8(g). § 150 0(0)1 G Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section? 2 of ASHRAE 62.2 §150.0(1138: Residential Outdoor Lighting. For low-rise residential buntings with four a more dwelling units, oildoa lighting for private patios, entrances, balcones, and porches; and residential parttng lot s and tarpons with less than eight vehicles per site must comply vvith either §150.0(k)3A or with the applicable requiremeris in Sections 110.9,130.0,130.2130.4,140.7 and 141.0. Roofing Products Solar Reflectance and Thermal Emitrance. The ihermaleminence and aged solar reflectaxevalues lithe roofing § 110.8(i), mat end mud meet the requirements of § 1108(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1 R. § 150 0(n)1: Gas or Propane Water Heating Systerns. Systems using gas or propane water heaters lo serve inrivicbal ctwelling aids must include al of the followingAdedcated 125 vdt, 20 ampelectrical res tale connected to the electric vrith a 120240 vof 3 conduda, 10 AWG copper branch circuit, within three feet of the water heater wthoU obstruction. Beth ends of the unused conductor moat be labeled with the word 'spare' and be electrically isolated Have a reserved single pole circuit breaker spate in the electrical panel adjacent to the circuit breaker fa the branch circuit and labeled with the words 'Future 240V Use"; a Category III a IV vent, or a Type B vent with straight pipe between the i n n w inches higher than e t space where the ter healer is installed; acondensale drain that s o more than two nc es he the a bars outside termination and he ere war nst p�9 of the water heater, and allows natural draining without pump assistance; aid a gas supply line with a capacity of a least 200,000 81u per hour. Field Verification and Diagnostic Testing. Dsvelling int ventilation airflow must be verified in accordare with Reference Residential 150 0 0 2 Appendx RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RAG 7.4.3 to corfirm it is § () rated HVt to corn with the arflow rates aid sound re uremerts as specified in Section and 7.2 of ASHRAE 62.2 �' py § 150.0(>�3C. Residential Outdoor lighting. For low-rise residential buildings with four a more dwelling units any ouldoa lighting for residential parking lots a cal arts with a tots of eight or more vehicles per site and a outdoor lilting not mated 150.0 38 or 150.0 3D must can with the applicable requirementsin Sections 110.9,10.0, 130.2,133.4,140.7 and 141.0. § ) § ) comply 110.8(j): Radiant Barrier. When required, radiant barriers muss have an emtlance of 0.05 or less and be certified to the Department of Consumer Affairs Pool and Spa Systems and Equipment Measures: Ceiling and Rafter Roof Insulation. Minimum R-22 insuation in wood -frame ceiling a the weighted average U-factor must not exceed 0.043 Minimum R-19 or weighted average U-fowls of 0.054 or less in a rafter roof alteration Attic access doors must have permanently attachedCertification r I installed in- i i i adhesive or mechanical fasteners_ The attic access muss be skeied to revers an leaks Insulation moat be nstah 150-0 a : insulation us.tf�a § () p direct contact with a continuota roof or ceiling wtidh is seated to lima inf �tration and exfiltralion as spastic in § 110.7, inducing but rid limited or on top all ceiling' to placing insulation ether above a below the roof deck of a dearculal p g p drywall g by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following a thermal efficiency f h h th I shilling heater complies with the , hence Efficiency R ulations an or}off switch mounted ai25lde o the eater at allows s utt off the eat § 110.4(a): t c mp App envy eat g without adjusting the thermostat setting a permanent weatherproof plate or card wth operating instructions and must net use electnc heals ' nq, 150.0 4: § ( Internally illuminated address signs. Internally illuminated address signs must comply with § 140.$, or must consume no more thari 5 watts of , i power determ red according to § 130 0(c}. 150.0 5: § (� Residential Garages for Eight or More Vehicles. Lighting for residential poking garages for eight a more vehcles must comity with the applicable requirements for nonresidential garages in Sections 110.9, 130.0,130.1, 130.4,144.6, and 141.0. § 150 0(r�� Recirculating Loo s. R in Im i ewrits must meet the r urements of 110.3 c lows servingwit dwellingresistance P 9 oP pt el) § ()5 Loose -fill Insulation. Loose fiH insulation crust meet the manufacturer's reclined denst for the labeled R value. § 150 0(b)Y 6 1500(n)"i Solar Water -heating Systems. Solar water -heals stems and collectors must be certified and rated the Solar Rating and Certification 9 tat n9 systems by 9 Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing a rx that is roved the Executive Director 9e Y approved by Piping. Any pool a spa heating system or equipment must be installed with at least 3j inches of pipe between the filter and the healer, a § 110.4(b)1 dedicated suction and return lines or built-in or built-up comections to allow fa future sofa healing § 150.0(k)6A Interior Common Areas of Low-rise Multifamily Residential Buildings. In low-rise multifamily residential bulci where the total interior h► 9& Y n9 common area in a single building equals 20 percent or less of the floor area, permanently installed lighting fa the interior common areas in that building must be carpi with Table 150.0-A and be sort rot led by an occupant sensor Wall Insulation. Minimum R 13 insulation in 2x4 inch wood furring well or have a U-factor of 0.102 a less, or R-20 in 2x6 inch wood framing or § 150.0(c)have a U-factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-facia rot exceedng 0.102. Masaxy walls must meet Tables 1501-A or 8.' § 110.4(b)2: Covers. Outdoor pods or spas that have a heat punp or gas healer must have acover 150 0 68 § ) Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single hulloing equals more than 20 percent of the floor area, permanently installed lighting fa the interior common areas in that bulking must: i_ Campy with the applicable requirements in Sections 110.9,130.0,130.1,140.6 and 141.0, and ii Lighting installed in condors and stairwells must be occupant sensors that reduce the lighting power in each s ace a least 9 9 p n9 Po g 60 percent. The occupant sensors must be capable of tuning the fight fully on and off from all designed pal hs of ingress and egress Ducts and Fans Measures: Directional Iriets and Time Switches for Pools. Pods must have directional inlets that adequately mix the pod water, and a lime switch that § 110.40)3 will allow all pumps to be set a programmed to run only during off-peak electric demand periods. § 150.0(d): Raised -floor Insulation. Mrlmum R-19 insulation in rased wood framed floor or0.037 maximum U-factor.' Duds. Insulation installed on an erusting space-condtianing cunt must comply with §604.0 of the Califomia Mechanical Code (CMC). If a § 110 8(d)3 torirarton installs the insulation the contrecta must certify to the customer, in writing, that the insulation meets this requirement § 110.5: Pilot Light Neural gas pool and spa heaters must not have a coriinuously turning pilot light. Slab Edge Insulation. Slab edge insulation must meet all of the following have a water absorption rate, for the insulation material alone without i50 0 • facings,no greater than 0.3 percent, hale a water vapor errmeance no realer titian 20 inn per Mots be tested from sisal dame and § (fl g p 9 p �° LIV light deterioration and, when installed as part of a healed slab floor, meet the requirements of § 110.8(g) Pool Systems and Equipment Installation. Residential pod systems or equipment must meet the specified requirements for pump sizing flow § 150 0 (P)' rate, piping, filters, and valves' § 150 0(m)1. CMC Compliance. All ar-distnbutionsystem ducts and plenums must meet there requirements of the CMC 831.0, 6020, 603.0, 604.0, 605.0 P pt and ANSI/SMACNA-006.2006 HVAC Duct Construction Stanidards Metal and Flexible 3rd Edition Portions of supply-ar and return -err ducts and plenums must be insulated to a minimum instated level of R-E.0 or a minimum installed level d R-4.2 when ducts are entirety incondtioned s ace as confirmed thou field verifcaion and d visits tessfi 1.4.3. Potions of the duel stem completely exposed aid P � a9 n9 � Bl system pt Y p surrounded directlycondtioned space ere not r ured to be insulated Comections of metal ducts and imer core of flexible ducts must be Pel) mechanically fastened Openings must be sealed with mastic, tape, or drier duct -closure system that meets the applicable requirenierts of UL 181, UL 181A, or UL 181E or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to sea openings greater than'/. inch, the canbinalion c mastic and either mesh or tape must se used. Builririg cavities, support platforms for air handers, and plenums designed orcorslructed with materials other than sealed sheet metal, duct board a flexible dust must not be used to convey condlioned air. Building cavities and support platforms may contain dusts. Dusts installed in cavities and support platforms must not be compressed to cause reductions in the Dross -sectional area.' Lighting Measures: Vapor Retarder. Intimate zones 1 through 16, the each floor of unvertedcrawl space must be covered with a Class I a Class II vapor § 150.0(9)1 retarder. This requremert also applies locortrolled ventilation crawl space for buildings complying with the exception to § 150.0(d). Solar Ready Buildings: Lighting Controls and Components. All lighting control devices aril stems, ballasts, and luminares must meet the applicable requirements 9 n9 P 9 9 systems, Pp ,Single § 1109 of 110.9.' § Family Residences. Single fanny residences located in subdvisions with 10 or more single forty residences and where the § 11010ja)1 application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovdtaic system installed_ must comply with the requirements of§ 110.10(b) thrush 6110.10(e). Vapor Retarder. Inciimate zones 14 and 16 a Class I or Class II vapor retarder must be installed on the conditioned space side of all 150.00)2.by § insulation in all extent walls, vented attics, and unwanted attics with air -permeable insulation. § 150 0(k) IA Luminalre Efficacy. All installed luminaires mull meet the requirements in Table 1500 A Fenestration Products Fenestration, inducing skylights, separating conditioned space from unconditioned space or outdoors must have a 6150 0(q): m3:imu M U-factor of 0 59; a the weighted average U-factor of all fenestration must not exceed 0.58.' � a9 110.10 a 2 § (} Low-rise Multifamily Buildings. Low-rise muhi-family buildings that do not have a photovoltaic system installed must comply with the regciiremeris d § 110.10@) through § 110.10(d). Blank Electrical Boxes The number of electrical boxes that are more than five feet above the finished floor and do not contain a'tminage or § 150.0(k)18: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control Fireplaces Decorative Gas Appliances, and Gas Lag Measures: § 11010(b)1. Minimum Solar Zone Area The scar zone must have a minimum Iota area as described below. The solar zone muss comply with access, i r Title i r r led alhwa smoke ventilation, and spacing re urernents as specified in Title 24 Pori 9 or other arts d 24 or n e I emeris ad P Y. sP 9 4 P Pany � adopted by a local uisdiction. The scar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 f p square feet each for buildings with roof areas less than a equal to 10,000 sgaare feet a no less than 160 square feel each for buildngs with roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the bulding and have a total ilea no less than 250 square feet. For low-rise mufti -family buildings the seta zone must be located on the roof a overhang of the building or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the boleti ended, aid have a total area no less than 15 insert of the Total roof area of the buldin exclud a skylight sea. The scar zone Prq p 9 is applicable to the entire budding inducing mixed occupancy.' n in in lights r not allowed for indoor and oil or fireplaces. Pilot Light. - - t uousl bum Id sae do s § 110.5(e) gti Y g p � PI Recessed Dew Luminaires in Callings Luminares recessed into ceilings must meet all of the requirements for insulalioncontarl QC) § 150.0(k) 1C. am150 0 1 C. labels air leaksed �' sealing; maintenance; and socket and lit source as described in §) § 150.0(e)1: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or bass doorcovenntg the entire opering of the firebox § 150.00)2 Factory -Fabricated Duct Systems. Factory-fabrcaldisc systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must rid be sealed with cloth back rubber adhesve duct �' unless suichi a is used incombnation with mastic and draw bands. Combustion Intake. Masonry or factory -gift fireplaces must have a combustion outside air make, whch is a least six square inches in area 150.0 e)2:tapes § ( and is equFq ed with a readily accessible, operable, aid tic s-tilting damper a combustion air control device.' Electronic Ballasts for Fluorescent Lamp& Ballasts fa fluorescent lanes rated 13 watts a greater must be electronic and must have an § 150.0(k)1D: out fiat frequency no less than 20 kHz 150 0 e 3 Flue Dam Masonry a facto buiH fireplaces must have a flare damper with a read accessible control ' Dampen. ry ry ep P y - § 150.0(m}3 Field -Fabricated Berated Dud Systems Fieldfatxicated duct systems must compy with applicable requirements fa pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. Nt t Lights, Step Lights, and Path Lights. Nip li its, step lilts and alb 6 s are not r ured to carp with Table 150.0 A a be § 150.0 1E g 9h 9 p y -ortr ledvacancysensors provided theyare rated to consumemorethan watts c power and emit no more than 150 lumens. d by p d su no a Space Conditioning, Water Heating, and Plumbing System Measures: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except what installed by the manufacturer in kitchen exhaust hoods) § 150.0 1F:requirement (ki must meet the applicable requirements of§ 150.0(k).' § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and oildoors must have backdraft or automatic dampers. Certification, Heating ventilation and air conditioning (HVAC) equipment, water heaters, showertneads, faucets, and all other regulated § 110.0-§ 110.3 appliances must be certified by the manufacturer to the California Energy Commission.' § 110.10(b)2 Azimuth. All sections d the solar zone located on steep -sloped roofs must be oriented between 90 degrees and 300 degrees of true north § 150.0(m)8 Gravity Ventilation Damper& Gravity ventilating systems serving conditioned space must heve either aulomalic or ready accessible, manually operated dampers in all openings to the outside, except combustion inlet and cutlet air openings and elevates shaft vents. § 150.0(k)1G: Stew based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB' § 110 2(a): HVAC Efficiency. Equpmmert must meet the applicable efficiency requirements in Table 110.2-Attx+oughTable 110.2-K.' Light Sources in Enclosed or Recessed Lumnaree& Lamps and other separable light sources that are not compliant wth the JA.B elevated § 150 0(� iH: temperature reopremerts, including marring requirements, must not be installed in enclosed a recessed luminaires. § 110.10(b)3A Shad/ The scar zone must not cord obstructions, ircludn burl not limited to vents churn s archteciural features, and roof Shading. my 9ey . mounted u ant' � Pm § 150 0(m)9. Protection of Insulation. Insulation must be protected from damage, surli t, moisture, a art maintenance, and wind Insulation exposed � � � �� Po I o weather must be suitable for outdoor service. For example, retested aluminum, sheet metal, anted canvas a plastic cover. Cellular . P by P foam insulation must be protected as above or parted with a coating that is water retardant and provides shading from seta radiation. Controls for Neat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance healers 110.2 must have controls that prevent supplementary heeler operation when the heating load can the met by the heat pump alone; and in vetch theP (b) col on temperature forcom compression healing is higher on temperature for supplementary heats and file curl -off temperature for P pre 9 9 p upP ry ng. Pe compression heating is bather than the cud -off temperature for supplement ay healing.' § 110.10(b)38. Shading. Any obstruction located on the roof or any drier part of the bullring that prgeds above a scar zone must be located at least twice the distance, measured in the horizontal plane, of the height difference between the highest pant of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical ate' t� . d Li lit Sources in Drawers, Catilnets, and Linen Closets. sources internal to drawers, cabinet a linen closets ore rid re fired to 9 Lightcabinetry rewired § 150.0(k)11: comply with Table 1500-A or be cat rolled by vacancy sensors provided that they are rated to consume no more than 5 walls of power, emit no n r P more than 1 lumens and are equipped with controls that automatically turn the lighting off when the drawer cabinet or linen closet is closed 50 , � pPe Y � � § 150.0(m)10 Porous Inner Core Flex Dud. Porous inner core flex ducts must have anon -porous fairer between the inner sae and outer vapor batter .All i I r l n management control M m s h r in systems not c rt d ed a central a eta men c ol stem CS must have a Thermostat heating o cooling e s o by energy ate system (EMCS) § 110.2(c): setback thermostat ' § 150 0(m)11 Duct System Sealing and Leakage Test. When space systems use forced air duct systems to conch air en occupiable ace, the dusts must be sealed and duct lease tested; as confirmed through field verification aid diagnostic tests in P sP 9e9h n9, accordance with § 150.0(m)11 and Reference Residential Appendix RA3. 110-10 4:clearly § @) n Loads on Construction Documents. For he f i solar design l for roof Structural Design truxxl irons areas oft coo designated as a so a zone the structural des cads 9 9 9 dead load and roof live load must be indicated on the construction dvaments. § 150.0(�2A Interior Switches and Controls. All forward phaseout dimmers used with LED light sources must comply with NEMA SSL 7A Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must 110.3 4: meet the au release valve, backflow reveNio um rims um isdalion valve, and recirculation to correction r cements of § (0) prevention, pimp priming, pump loop § 110 3(c)4 § 110.10 c : () se Interconnection Pathways. The construction documents must indicate a location reserved for inverters and meteringq u ent and a shwa reserved for routing of conduit from the solar zone to the iri of irtercomectien with the electrical service; and for singe fain P Y 9 Po 91 y residences and central water -heating systems a pathway reserved for roiling plumbing from the solar zone to the water- heating suction q 150.0 28: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems.' § (>d § 150.0(m)12 Air Filtration Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have NERV 13 a equivalent fillers. Filers for space corxbon tionng systems must have a two inch depth or be e inch if sized per Equation 150.0 A Pressure dopes and labeling must meet the requirements in §150.0(m)12 Filters must be accessible for regular service. Interior Switches and Controls. Lighting must have ready aixessiblewal-mourlad cortrds that allow the lighting to be manually § 150.0(Ic)2C: tuned ON aid OFF ' Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBlu per hour (2 kW) must have isolation valves with hose 110.3 6: § @) bibfs or other finings on both cold and hot water lines to allow for flushing the water heater when the valves are closed § 110.10(d): Documentation Acpy of the construction documents or a comparable document indicating the irfamation from § 110.10(b) through § 110 10(c. must be provided to the occur rt )p '' § 150.0��, Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(m)13. Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to apply coohng must have a hole fa the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum Airflow must be a• 350 CFM per ton of nominal coolingcapacity, and an err -handling urlt fan efficacy <_ 0.45 watts per CFM for gas furnace err handers and <_ 0.59 watts per CFM for all others. Small duct high velocity systems must provide an airflow? 250 CFM per ton ci nominal coding capacity, and an ar-handling unit fan efficacy s 0.62 watts per CFM. Field verifcation testing is required in accordance with Reference Residential Appends RA3.3.' 110.10 e 1 § () Main Electrical Service P anal. The main electrical service nil must have a minimum busbar rat of 200 am s. P Pilot Lights. Continuous burring pilot lights are rohbited for s: fan -type furnaces; household cooking lances (except 9h y 9 P y9 P 9a tYP 9 spit ( pt 110.5 appliances without an electrical supply vdta connection withpilot lights that consume less than 150 Bluhour andpool andheaters ' § PPPP Y 9e per), spa Interior Switches and Controls. Controls must net bypass a dimmer, occupant sensor, orvacarc sensor function if the conird is installed to 150 0 2E: Y § � comply with§ 150.0(k) § 110.10(e)2• Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation cf a double pole circual breaker for a future scar electric installation The reserved space must be permanently marked as `For Future Solar Electric'. Building Cooling and Heating Loads. Heating and/or coding toads ore calculated in accordance with the ASHRAE Handbook, § 150 0(h)1. Equpmert Volume, Applicaions Volume, and Fundanertals Volume; the SMACNA Residential Comfort System Installation Standards Manua; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(k)2F: Interior Switches and Controls. L filing controls must comply with the applicable requirements of § 110.9. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mills Ave Residence Date 8/10/2021 5vstem Name HVAC System Floor Area 1,632 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System Total Room Loads 8 31,719 5 419 16,299 Output per System 60,000 Return Vented Lighting 0 Total Output (Btuh) 60,000 Return Air Ducts 1,028 882 Output (Btuhlsgft) 368 Return Fan 0 0 Cooling System Ventilation -' 0 0 0 0 Output per System 1 Supply Fan 0 0 Total Output (Btuh) 1 Supply Air Ducts 1,028 882 Total Output (ions) 0-0 Total Output (Btuhisgft) 0 0 TOTAL SYSTEM LOAD 23,774 654 18,063 Total Output (soft/Ton) 19,584,000.0 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 Ducted Heat Pump 0 41,637 Airflow (cfm/sgft) 0 00 Airflow (cfmflon) 0.0 Total Adjusted System Output 1 0 41,410 Outside Air (%) 0.0% Outside Air (dmisgft) 0.00 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Note: values above given at API conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 30 °F 67 °F 1 ,-, 0 0cfm lir H.-atop cos 104°F 67°F a ROOM 68°F 4 11-11 I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 82/64°F 76/62°F 55/54°F Outside •r / 10.11 [1 fI flj .� 0 cfm Coding .._... Coil 56 / 54 °F 46.0% ROOM 76/62°F 75 / 61 °F f4 I , ti HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Mills Name Ave Residence Date 8/10/2021 System Name HVAC System Floor Area 1,360 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System Total Room Loads 14,510 a5 350 9,775 Output per System 60,000 Return Vented Lighting 0 Total Output (Btuh) 60,000 Return Air Ducts 687 529 Output (Btuh/sgft) 44 1 Return Fan 0 0 Cooling System Output per System Ventilation 0 0 0 0 0 Total Output (Btuh) Supply Fan 0 0 Supply Air Ducts 687 529 Total Output (ions) 0.0 Total Output (Btuhlsgft) 0 0 Total Output (salt/Ton) 16,320,0000 TOTAL SYSTEM LOAD 15,8831 545 10,833 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 Ducted Heat Pump 1 0 41,637 Airflow (cfmisgft) 0.00 Airflow (cfmlTon) 0.0 Outside Air (%) 0.0q° Total Adjusted System Output 1 0 41,637 (Adjusted for Peak Design conditions) Outside Air (cfmisgft) 0.00 Note: values above given at API conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 30°F 67°F tit`' r= 0.M 0, ► Outside Air ► "�-+ .....lir 0 cfm Heats„ J Coil 104 °F • u ROOM 68°F 1 I [1.._ _ I I .. 11* COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 82/64°F 76/62°F 55/54°F Outside Air 0 cfm 76/62°F ► • Coding Coil ► i JII[T 46.0% U ,,, 56 / 54 °F ROO1V-11 te r , 1 n i� U iCUV[iJ tLDG DEPARTMEt pis plan check shall not be onstrued to be a permit co. Jncj approval of any .motion of the provisions of luriingane Building Codes 'ortOVALPENDING FINAL tlELD'NSPFOTiON u r)ATF `J 0 U O V J ° U Uo 0 W ) j) n �L EL)iF O C U ° U • • I / O n X 0