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HomeMy WebLinkAboutReso - PC - 2024-07.08-9CDecusign Envelope IA: 7EAo2555-2EAE-42C7-9DD5-CEF63865DFFA RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: 2024-041 698 2:24 cm 08107i7924 R1 V" e: NO Fi:f_ Count of Pages Rec:nded in Official Records Co-in'y of San Mater- MarkChur& COMMUNITY DEVELOPMENT DEPARTMENT Assessor -County Clerk-Recorjer CITY OF BURLINGAME I IIIII ii i 'I Ij II! I 'I f I I I! I' i 501 PRIMROSE ROAD I ; ��� BURLINGAME. CA 94010 $ R G 0 0 3 4 8 94 9${ Resolution No. 2024-07.08-9C 114 BAYSWATER AVENUE APN 029-284-160 TITLE OF DOCUMENT I hereby certify this to be a full, true and correct copy of the document it purports to be, the original of which is on office. < Date: July 19, 2024 = « 11 Ruben Hurin, Interim Community 0p)0p 'mnt Drri�tpr t =c._p RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS, a Categorical Exemption has been prepared and application has been made for Design Review for a new, two-sto single -unit dwelling and detached garage at 114 Bayswater Avenue. Zoned R-1, Rockwood Home Development, LLC, property owner, APN: 029-284-160; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on July 8, 2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 15303 (a), which states that construction of a limited number of new, small facilities or structures including one single family residence or a second dwelling unit in a residential zone is exempt from environmental review. In urbanized areas, up to three single-family residences maybe constructed or converted under this exemption, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review is set forth in the staff report, minutes, and recording of said meeting. 3. It is further directed that a certified copy of this resolution be recor ed in the official records of the County of San Mateo. - airperson !, Jt Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 8th day of July, 2024 by the following vote: 114 BAYSWATER AVE - RESO 2024-07.08-9C AYES: COMAROTO, HORAN, LOWENTHAL, PFAFF, SCHMID, SHORES, TSE NOES: NONE ABSENT: NONE RECUSED:NONE ,v f Secretary EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 114 Bayswater Avenue Effective July 18, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped June 26, 2024, sheets A0.1 through A4.3, L1.0 and 1_2.0; 2. that prior to issuance of a building permit, the plans shall be revised to include the following: • false gable vent shall be added on the second floor, right -side gable on the front elevation ■ all gable vents shall match the size and proportion of the window on the second floor, left - side gable on the front elevation 3. that the window grids on all windows be simulated true divided lites or simulated divided lites with spacer bar; 4. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (level of review to be determined by Planning staff); 5. that any changes to the size or envelope of the first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 6. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 7. 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; 8. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible to a single termination and installed on the portions of the venting details shall be included and approve permit is issued; roof not visible from the street; and that these J in the construction plans before a Building 10. 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; 11. 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; EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 114 Bayswater Avenue Effective July 18, 2024 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 12. 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; 13. 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; 14. 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; 15. 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 16. 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. 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE, BURLINGAME, CA 94010 REVISED RECEIVED 6.26.24 CITY OF BURLINGAME CDD-PLANNING DIVISION PROJECT DATA PROJECT SUMMARY DRAWING INDEX VICINITY MAP ADDRESS : 114 BAYSWATER AVE, BURLINGAME, CA 94010 ARCHITECTURAL: A4.1 ELEVATIONS (1/4"= 11) PROPOSED A4.2 ELEVATIONS (1/4"= 11) A.P.N.: 029-284-160 A0.1 COVER SHEET A4.3 SECTIONS TOTAL NUMBER OF UNITS 1 TYPE OF CONSTRUCTION : V-B A0.2 RENDERING SUBJECT PROJECT GFA IN TOTAL 3262 A0.3 FLOOR AREA CALCULATIONS L1.0 LANDSCAPE PLAN OCCUPANCY: R-3/U LIVING 2658 A0.4 GENERAL NOTES L2.0 POST -CONSTRUCTION IMPERVIOUS ZONING: R1 A0.5 BMP AREA CALCULATION GARAGE 216 LOT SIZE : 4896 A1.1 SURVEY PLAN T24-1 _ �tr��rt8ly ADU 388 - a LOT ARVERAGE SLOPE: NA A1.2 DEMO SITE PLAN (1/8"= 1') T24-2 - AirpartBlvd FIRE SPRINKLERS: YES NUMBER OF BEDROOMS 4 A1.3 SITE PLAN (1/8"= 1') T24-3 : r Rollins Rd Rollins Rd ', a o e a NUMBER OF BATHROOMS 5 T24-4 �- `���� Bould D sign Torti la F e o FLOOD ZONE: NO A2.1 - FLOOR PLANS_ T24-M 'a,p ti y� 101 NUMBER OF COVERED PARKING SPACE 1 LOWER LEVEL(1/4"= 11) IQ�Hot Wok Bistro Chinese • 5 TOTAL NUMBER OF UNITS: 1 qr {o T ' STORIES: NUMBER OF UNCOVERED PARKING SPACE 1 A2.2 -FLOOR PLANS_ ��,� rr �, t & D Recycling 2 UPPER LEVELS(1/4"= 1') a Victoria Park NUMBER OF PARKING: 2 (1 COVERED PARKING) STORIES 2 A2.3 - FLOOR PLANS_ F; BUILDING BUILDING HEIGHT 29' 114" ADU & GARAGE(1/4"= 1') EASEMENT: NO A2.4 -ROOF PLANS(1/4"= 1') Lutheran Church �i" Caccia Plumbing a ,y PROJECT DIRECTORY ZONING RESTRICTIONS REQUIRED PROPOSED BUILDING HEIGHT MAX. 30 FT 29' 114" PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT LLC STORIES MAX. 3 2 �� Kodi Molecular PROJECT SCOPE ADDRESS: 274 REDWOOD SHORES PKWY, STE 318 sr COVERAGE RATIO MAX. 40% o 34.5/ REDOOD CITY, CA 94065 ° THIS PROJECT IS TO : PHONE: 650. 797. 3999 1. DEMO A (E) 1206-SF SINGLE FAMILY HOME. MAIN HOUSE SETBACK REQUIRED PROPOSED EMAIL: QUINN.YE.SF@GMAIL.COM pye et � �Lake} pa Happy Hearts Childcare & Preschool 1 2. CONSTRUCT A (N) 2658-SF SINGLE FAMILY HOME, A (N) 388-SF ADU, AND A (N) SETBACK- FRONT MIN. 15 FT/BLOCK AVERAGE 1512 /211 SETBACK -REAR MIN. 15 FT 41' 6 %2" DESIGNER: LOGIC HOME DEVELOPMENT 1pq ���'��. DETACHED 1-CAR GARAGE. ADDRESS: 274 REDWOOD SHORES PKWY, STE 318 1V1 �• WrTraveiley aseballli Club SETBACK- LEFT MIN. 4 FT 4 FT REDWOOD CITY CA 94065 '� ��``' -Travel Baseball �... SETBACK- RIGHT MIN. 4 FT 10 FT PHONE: 650 797 3999 eye ec �e� s� ���R� EMAIL: LOGICHOMElNC@GMAIL.COM La ilk Health & Wellness DEFERRED SUBMITTAL DETACHED GARAGE SETBACK REQUIRED PROPOSED aa� W lake FIRE SPRINKLER SYSTEM SETBACK -REAR MIN. 1'6" 11811 SETBACK- RIGHT MIN. 1'6" 11811 CONSTRUCTION HOURS ABBREVIATIONS GENERAL NOTES CONSTRUCTION HOURS: A/C AIR CONDITIONING FLR FLOOR(ING) PLYWD PLYWOOD ADU SETBACK REQUIRED PROPOSED SETBACK -REAR MIN. 0'0" 11 811 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER ADJ AFF ADJACENT ABOVE FINISHED FLOOR FOF FOS FACE OF FINISH FACE OF STUDS RRC REINFORCED DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES 4 FT OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF EIGHT AL ALUMINUM FIR FIRE RATED CONCRETE PRIOR TO COMMENCING THEIR WORK. SETBACK- LEFT MIN. 11 A.M. AND SEVEN P.M. ON WEEKDAYS, AND NINE A.M. AND SIX P.M. ON SATURDAYS, ANOD ANODIZED FT FOOT/ FEET RD ROOF DRAIN 2. THESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND / OR MANUFACTURERS. THE CONTRACTOR SHALL EXCEPT IN CIRCUMSTANCES WHERE CONTINUING WORK BEYOND LEGAL HOURS IS APPROX APPROXIMATE(LY) FTG FOOTING REF REFERENCE PROVIDE ALL SAMPLES AND OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL NECESSARY TO BUILDING OR SITE INTEGRITY, INCLUDING (BUT NOT LIMITED TO) LARGE ARCH ARCHITECT(URAL) GA GAUGE RM RO ROOM ROUGH OPENING SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BY CONCRETE POURS, ENVIRONMENTAL CONSIDERATIONS, STATE OR FEDERAL BD BOARD GALV GALVANIZED THE OWNER, OR IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION REQUIREMENTS, OR IN CASES WHERE IT IS IN THE INTEREST OF PUBLIC HEALTH AND BLDG BUILDING GL GLASS S SOUTH ANY COST ESTIMATE.. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE. BLK BLOCK GR GRADE SD STORM DRAIN 3. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION APPLICABLE CODES SAFETY, AND THEN ONLY WITH WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH SHALL BE GRANTED FOR NO LONGER THAN NECESSARY TO COMPLETE THE BOT BOTTOM GYP GYPSUM SF SQUAREFOOT BTU BRITISH THERMAL UNIT SHT SHEET (ING) DEFICIENCIES. OF THE PROJECT FOR WHICH THE EXCEPTION WAS GRANTED. NO PERSON HB HOSE BIB SHTHG SHEATHINGC, 4. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY 2022 CBC, CRC, CEBC, CES, CPC, CIVIC,CFC, CEC, INCLUDING ALL AMENDMENTS AS SHALL ERECT INCLUDING EXCAVATION AND GRADING DEMOLISH,ALTER OR REPAIR ( )� CEM CEMENT HDWR HARDWARE SIM SIMILAR ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER. ADOPTED IN ORDINANCE 1889. ANY BUILDING OR STRUCTURE ON SUNDAYS OR ON HOLIDAYS, EXCEPT IN THE CER CERAMIC HORIZ HORIZONTAL Si SPECIFICATION(S) 5. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF CALGREEN CIRCUMSTANCES DESCRIBED EARLIER IN THIS PARAGRAPH, AND THEN ONLY WITH CJ CONTROL JOINT HW HT HOT WATER HEIGHT SSL STD STAINLESS STEEL STANDARD WORK, INCLUDING BUT NOT LIMITED TO: UNIFORM BUILDING CODE (UBC), UNIFORM MECHANICAL CODE CALIFORNIA ENERGY EFFICIENCY STANDARDS WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH SHALL BE GRANTED FOR NO CLG CLR CEILING CLEAR HP HORSEPOWER STL STEEL (UMC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL PLUMBING CODE (NPC), AND ALL APPLICABLE LOCAL CITY OF BURLINGGAME MUNICIPAL CODE 2022 LONGER THAN NECESSARY TO COMPLETE THE PORTION OF THE PROJECT FOR WHICH CONC CONCRETE CODES AND LEGISLATION. 6. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS CITY OF BURLINGGAME REACH CODE THE EXCEPTION WAS GRANTED. FOR THE PURPOSE OF THIS SECTION, HOLIDAYS ARE CONT CONTINUOUS INSUL INSULATION T THERMOSTAT INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND THE DAYS SET FORTH IN SECTION 13.04.100 OF THE BURLINGAME MUNICIPAL CODE CTR CENTER INT INTERIOR TEMP TOS TEMPERED TOP OF SLAB CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE AND ARE DEFINED AS: DBL DOUBLE MAX MAXIMUM TYP TYPICAL MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION &TESTING JANUARY 1 EMO DEMOLITION DEMO MECH MECHANICAL THE THIRD MONDAY IN JANUARY DIAMETER MFR MANUFACTURER UON UNLESS OTHERWISE 7. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER DIM DIMENSION N MIN MINIMUM NOTED WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS 1.EARTHWORI<, SLAB SUBGRADE AND NON -EXPANSIVE FILL PREPARATION BASEMENT DRAINAGE AND THE THIRD MONDAY IN FEBRUARY DOWN MIN MISCELLANEOUS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA BACKFILLING, FOUNDATION, SLAB & DRIVEWAY CONSTRUCTION,SITE DRAINAGE,AND GEOTECHNICAL THE LAST MONDAY IN MAY DR DOOR MTD MOUNTED VERT VERTICAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO OBSERVATION AND TESTING DURING CONSTRUCTION SHALL BE PERFORMED AS RECOMMENDED IN THE JULY 4 DWG DRAWING VIF VERIFY IN FIELD EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. 8. ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT GEOTECHNICAL REPORT DATED 08-05-202 BY SILICON VALLEY SOIL ENGINEERING. THE FIRST MONDAY IN SEPTEMBER DS DOWN SPOUT N NORTH THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT. 2.PROPERTY LINE SURVEY AND FIRST FLOOR FINISHED ELEVATION VERIFICATION,IF REQUIRED, WILL BE THE SECOND MONDAY IN OCTOBER E EAST (N) NEW W/ WITH 9. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. COMPLETED BY A LICENSED SURVEYOR AND PROVIDED TO BUILDING INSPECTOR PRIOR TO FOUNDATION NOVEM BER 11 (E) EXISTING N/A NOT APPLICABLE W/O WITHOUT THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE INSPECTION. 3.BUILDING HEIGHT VERIFICATION,IF REQUIRED, WILL BE COMPLETED BY A LICENSED SURVEYOR ANDPROVIDED THE FOURTH THURSDAY IN NOVEMBER ELEC EQ ELECTRICAL EQUAL NTS NOT TO SCALE WC WD WATER CLOSET WOOD CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE PLACED. TO BUILDING INSPECTOR PRIOR TO FRAMING INSPECTION. DECEMBER 25 EXT EXTERIOR OC ON CENTER WH WATER HEATER 10. RETROFIT HOLDDOWN ANCHORS MAY BE INSPECTED BY THE ENGINEER OF RECORD. THE FOR SHALL PROVIDE A LETTER TO THE CITY FIELD INSPECTOR AT THE TIME OF HOLDOWN INSPECTION DESCRIBING THE RESULTS OF PRIOR TO OCCUPANCY OF THE BUILDING,A LETTER FROM A CERTIFIED GREENPOINT RATER WILL BE PROVIDED WHENEVER A HOLIDAY FALLS ON A SUNDAY THE MONDAY FOLLOWING IS A HOLIDAY. OPP OPPO W.A. WHERE OCCURS THE INSPECTION. TO VERIFY COMPLIANCE WITH THE CHECKLIST AND MINIMUM POINTS REQUIRED. WHENEVER A HOLIDAY FALLS ON A SATURDAY, THE FRIDAY PRECEDING IS A HOLIDAY. FD FDN FLOOR DRAIN FOUNDATION PERP PL PERPENDICULAR PROPERTY LINE OR WR WT WATER RESISTANT WEIGHT 11. A GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS FIN FINISH PLATE SITE AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. FOR ALL ACTIVITIES (INCLUDING HAULING). LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: NA COVER PAGE AOO 1 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION Of F'J W 6-111111111� corms rc 1 • r J Jrli• 1 r ■ , _r L 1 - L .kF - -_- - -- - r — f•■ - - - — -- J% e ' ' - 114 ■ r • iIP6 ter— J _ -' I' ti ti +W" . J _ Ap 1 s S s � ■ 1L: IL % 1 address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 Sir 0 J� •� j " Ji PROJECT OWNERS: •T r ROCKWOOD HOME DEVELOPMENT ADDRESS: 6 274 REDWOOD SHORES PKWY STE 318 TAMP REDWOOD CITY CA 94065 � EMAIL: � r .. QUINN.YE.SF@GMAIL.COM � J � r• PHONE: 650. 797. 3999. 'dr ILL • C J i =4 - 3 F • . . + - yJ� 11* r r r 1 + F •- - 4 1 # ti ;-z ,'. L .4- - f ' . f — ' M.. i 1 1 DESIGN REVIEW 12-22-2023 r r • iIP6 ter— J _ -' I' ti ti +W" . J _ Ap 1 s S s � ■ 1L: IL % 1 address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 Sir 0 J� •� j " Ji PROJECT OWNERS: •T r ROCKWOOD HOME DEVELOPMENT ADDRESS: 6 274 REDWOOD SHORES PKWY STE 318 TAMP REDWOOD CITY CA 94065 � EMAIL: � r .. QUINN.YE.SF@GMAIL.COM � J � r• PHONE: 650. 797. 3999. 'dr ILL • C J i =4 - 3 F • . . + - yJ� 11* r r r 1 + F •- - 4 1 # ti ;-z ,'. L .4- - f ' . f — ' M.. i 1 1 DESIGN REVIEW 12-22-2023 r CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05- 30- 2024 :q L� 'CMNTS RESPONSE C4 06-25-2024 lob Rev. Date Issue =T__-'t • - 0065LI Project No: 2023-25 Scale: NA RENDERING A002 co I 31'-74" 10'-81" L L IF 00 I 0 I N O 00 I LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650. 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 AREA CACULATION LABEL DIMENSIONS AREA NOTE EMAIL: A 31'4"x5'5" 169.7SQFT QUINN.YE.SF@GMAIL.COM B 34' 0" x 34' 3" 1164.5 SQFT C 13'7"x5'8" 77.0SQFT PHONE: D 13' 5" x 4' 8" 62.6 SQFT 650. 797. 3999. 1 ST FLOOR 1473.8 SQFT — E 10' 0" x 1' 2" 11.7 SQFT H 27' 9" x 35' 0" 971.3 SQFT 1 14'9%"x2'6" 37.0SQFT J 2' 8" x 32'1" 85.6 SQFT K 3' 7" x 10' 0" 35.8 SQFT L 9' 10%" x 1' 10" 18.1 SQFT M 13' 3%" x 1' 10" 24.4 SQFT 2ND FLOOR 1183.9 SQFT TOTAL CONDITIONED AREA 2658 SQFT GARAGE G1 10' 8 1/4" x 12' 128.3 SQFT G2 11, 0"x 8'0" 88 SQFT TOTAL GARAGE AREA 216 SQFT ADU U 31' 7 3/4" x 12' 3" 388 SQFT TOTAL GROSS FLOOR AREA 3262 SQFT FRONT PORCH — F1 7' x4' 8" 32.7 SQFT DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 COVERAGE -BUILDING IN TOTAL 1688 SQFT A2 CMNTS RESPONSE C2 05-17-2024 LOT SIZE 4896 SQFT LOT COVERAGE 34.5% Rev. Date Issue Project No: 2023-25 Scale: 1/4"=1'-0' FLOOR AREA CALCULATION AREA CALCULATIoNni O 1 Scale: 1 /4"=l'-0' AREA CALCULATION -SUMMARY 02 Scale. NA A003 GENERAL NOTES 0.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 1.1 SAFETY (TEMPERED GLAZING: AT (1) HAZARDOUS LOCATIONS - WINDOWS ADJACENTS TO: TUBS, SHOWERS, AND TUB/SHOWERS BELOW 60" (2) ADJACENT TO AND WITHIN 24 INCH OF EITHER EDGE OF DOORS (3) GLAZING LESS THAN 60" ABOVE WALKING SURFACE AT STAIRWAYS OF LANDING 1.1. DOORS GLAZING GREATER THAN 3" IN ANY DIMENSION 1.2. > 9SF, LOWER EDGE < 18" AFF. UPPER EDGE >36", WITHIN 36" OF WALKING SURFACE 2. SHOWER/TUB: SHOWERHEAD 1.8 GPM @ 80 PSI MAX. (SAME FOR COMBINED FLOW RATE OF MULTIPLE SHOWER HEADS AT SAME TUB/SHOWER) 2.1. SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE, AND ANY DOORS THAT SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22" MIN. (CPC 408.6) 2.2. GLAZING IN ANY PORTION OF THE SHOWER BATHTUB, OR HYDRO -MASSAGE TUB ENCLOSURE SHALL BE SAFETY GLAZING (I.E. TEMPERED GLASS) WHEN THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 50" ABOVE THE STANDING SURFACE OF THE UNIT. (CBC 2406.3 8- CRC 308.4) 2.3. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS FINISHED WITH A NON -ABSORBENT SURFACE FOR A MIN. OF 6' ABOVE THE FINISH FLOOR. 2.4. ANY NEW OR REPLACED MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT MAX. 120 F. ANY NEW OR REPLACED WATER -FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAX. 120 F. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3) 2.5. HYDRO -MASSAGE TUBS (I.E. JACUZZI TUBS) SHALL HAVE MOTOR ACCESS, A GFCI PROTECTED DEDICATED CIRCUIT, AND BE UL LISTED. ALL METAL CABLES, FITTINGS, PIPING, OR OTHER METAL SURFACES, WITHIN 5' OF THE INSIDE WALL OF THE HYDRO -MASSAGE TUB SHALL BE PROPERLY BONDED. HYDRO -MASSAGE TUBS SHALL BE BONDED. 3. TOILET: MAX 1.28 GPF; MIN. 30" W. CLEAR; MIN. 24" FRONT CLEAR; FIXTURE CENTERED MIN. 15" FROM SIDE; CAULK & SEAL FIXTURE WHERE IT MEETS FLOOR. 4. BATHROOM: 4.1.ALL RECEPTACLES SHALL BE GFCI PROTECTED & TAMPER RESISTANT. NEW/ADDITIONAL OUTLETS SHALL HAVE A DEDICATED 20-AMP CIRCUIT. (CEC 406.12) 4.2. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AIR CHANGES/HR MECHANICAL SUB TO SPECIFY ACCEPTABLE FAN UNIT FOR EACH SPACE: EXHAUST FANS ARE REQUIRED IN ALL BATHROOMS. ENERGY STAR COMPLIANT & CONTROLLED BY HUMIDISTAT WI RELATIVE HUMIDITY RANGE OF 50-80%. INDEPENDENT CONTROLS. INTEGRATED LIGHTING OF EXHAUST FANS SHALL BE CONTROLLED INDEPENDENTLY FROM THE FANS. LIGHTING UNDER CABINETS OR SHELVES, LIGHTING IN DISPLAY CABINETS, AND SWITCHED OUTLETS MUST BE CONTROLLED SEPARATELY FROM CEILING -INSTALLED LIGHTING (2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS SECTION 150).THE EXHAUST FAN MAY NEED TO BE SUPPLIED BY A GFI PROTECTED CIRCUIT BASED ON THE MANUFACTURER'S REQUIREMENTS. 4.3.TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3' FROM PROPERTY LINES OR OPENINGS INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS ETC. MUST BE 3 FEET AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS). 4.4. LIGHTING FIXTURES LOCATED WITHIN 3 HORIZONTALLY AND 8' VERTICALLY OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP LOCATION, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. (CEC 410.10) 4.5. ALL LIGHTS SHALL BE HIGH EFFICACY. 4.6. MAX. 1.2 GPM @ 60 PSI FOR LAVATORY FAUCETS. 4.7 AUTOMATIC SHUTOFF CONTROLS. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE MUST BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC -OFF FUNCTIONALITY. LIGHTING INSIDE DRAWERS AND CABINETS WITH OPAQUE FRONTS OR DOORS MUST HAVE CONTROLS THAT TURN THE LIGHT OFF WHEN THE DRAWER OR DOOR IS CLOSED. 5. KITCHEN: 5.1. CONTRACTOR WIRES WITH AN INSTALLED NEUTRAL AND A FOUR -PRONG OUTLET ARE REQUIRED FOR DRYERS AND COOKING UNITS. 5.2. PROVIDE TWO SEPARATE 20-AMP CIRCUITS FOR KITCHEN SMALL APPLIANCES (INCLUDING DISHWASHER, GARBAGE DISPOSAL & MICROWAVE), WITH NO OTHER OUTLETS ON THE CIRCUITS. 5.3. RANGE HOOD TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE OUTSIDE OF THE BUILDING MIN. 3' FROM PROPERTY LINES OR OPENINGS INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS ETC. MUST BE 3' AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS) AND HAVE A BACKDRAFT DAMPER. 5.4. KITCHEN LIGHTING: ALL LIGHTS SHALL BE HIGH EFFICACY 5.5. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5.6. GFCI PROTECTION AT ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS; RECEPTACLES WITHIN 6' OF A WET BAR SINK; AT EACH KITCHEN AND DINING AREA COUNTER SPACE WIDER THAN 12". LOCATE SO THAT NO POINT ALONG THE COUNTER WALL IS OVER 24" FROM A RECEPTACLE. ALL RECEPTACLE TO BE TAMPER RESISTANT. 5.7. MAX 1.8GPM @ 60 PSI FOR KITCHEN FAUCETS. 5.8 DIMMERS. LIGHTING IN HABITABLE SPACES (E.G., LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS) MUST HAVE READILY ACCESSIBLE WALLMOUNTED DIMMING CONTROLS THAT ALLOW THE LIGHTING TO BE MANUALLY ADJUSTED UP AND DOWN. FORWARD PHASE CUT DIMMERS CONTROLLING LED LIGHT SOURCES IN THESE SPACES MUST COMPLY WITH NEMA SSL 7A. 6. LAUNDRY: 6.1. CONTRACTOR WIRES WITH AN INSTALLED NEUTRAL AND A FOUR -PRONG OUTLET ARE REQUIRED FOR DRYER AND COOKING UNITS. 6.2. PROVIDE ONE MIN. SEPARATE 30-AMP CIRCUIT TO LAUNDRY APPLIANCES. 6.3. CLOTHES DRYER EXHAUST DUCTS SHALL BE CONSTRUCTED OF RIGID METALLIC MATERIAL W/ SMOOTH INTERIOR SURFACES AND SHALL NOT BE ASSEMBLED W/ SCREWS OR FASTENINGS MEANS THAT EXTEND INTO THE DUCT AND THAT WOULD CATCH LINT. DUCT TO BE 4" MIN. DIA.; 14' MAX LENGTH W/ 2 ELBOWS. 6.4. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3' FROM PROPERTY LINES OR OPENINGS INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS ETC. MUST BE 3 FEET AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS) AND HAVE A BACKDRAFT DAMPER 6.5. LAUNDRY ROOM LIGHTING: ALL LIGHTS SHALL BE HIGH EFFICACY & CONTROLLED BY AN OCCUPANT SENSOR. 6.3. INSTALL IN ACCORDANCE W/ THE CLOTHES DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PROVIDE INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 6.7. WHEN A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, PROVIDE A MIN. 100 SQ. IN. OPENING IN THE DOOR FOR MAKE-UP AIR OR BY OTHER APPROVED MEANS PER CIVIC 504.3.1 AND GAS SHUT-OFF VALVE SHALL BE ACCESSIBLE WITHOUT REMOVAL OF THE UNIT, WITHIN ARM'S REACH AND LOCATED WITHIN CLOSET. 7. GUARD RAILS: GUARDRAIL REQ'D AT WALKING SURFACE 30" OR MORE ABOVE GRADE. GUARDRAIL. SHALL BE MIN. 42" HIGH W/ INTERMEDIATE RAILS SUCH THAT 4" SPHERE SHALL NOT PASS THROUGH. GUARDRAIL & CONNECTION SHALL BE CAPABLE OF RESISTING 20 PLF HORIZ. LOAD PERPENDICULAR TO TOP RAIL AND INTERMEDIATE RAILS, AND WITHSTANDING 200# POINT LOAD ON TOP RAIL. PANEL FILLER AND THEIR CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 25 LB. PER SE. APPLIED HORIZONTALLY AT RIGHT ANGLES OF THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN RAILS. 8. STAIRS: CONFIRM TO (EXCEPT STEPS TO MECHANICAL CELLAR) 8.1. 1 1/2"-2" DIA. HANDRAIL MOUNTED 34" TO 38" ABOVE THE TREAD NOSING. REQUIRED AT ALL STAIRS WITH 4 OR MORE RISERS. RETURN AT ENDS. 8.2. HANDRAILS SHALL BE MOUNTED SO THAT THE COMPLETED RAIL AND SUPPORTING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 LB. APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. (CBC TABLE 16-13, FOOTNOTE 9) 8.3. HEADROOM MIN. 6-8" ABV. STAIR TREADS. 8.4. HANDRAIL PROJECTION MAX. 3.5" INTO REQ'D STAIR WIDTH. STRINGERS AND OTHER PROJECTIONS ARE LIMITED TO 1-1/2" PROJECTION EACH SIDE. 8.5. RISE & RUN OF STAIRS (MAX. RISE 7-3/4", MIN. RUN 10") 8.6. HANDRAIL BOTH SIDES REQ'D AT EXT STAIRS; HANDRAIL AT ONE SIDE ALLOWED AT INT. STAIRS. 8.7. AT EXT. STAIRS, HANDRAIL TO EXTEND 12" HORIZ. AT TOP AND EXTEND ONE TREAD LENGTH AT BOTTOM OF RUN & RETURN TO ADJ. WALL OR POST. 8.8. MIN. 6" TREAD DEPTH AT INNER EDGE & MIN. 10" TREAD DEPTH WITHIN 12" OF INNER EDGE. 9. LANDINGS: PROVIDE MIN. 36" DEEP LANDING OUTSIDE ALL EXT. DOORS (NOT MORE THAN 7-3/4" LOWER THAN THRESHOLD FOR IN -SWINGING DOORS AND NOT MORE THAN 1 /2" LOWER THAN THRESHOLD FOR OUTSHINING DOORS. MIN. 1 /4" SLOPE FOR WEATHER EXPOSED LANDINGS; BALCONIES AND ROOF DECKS SEALED UNDERNEATH. 10.STORAGE UNDER STAIRS: PROVIDE 5/8" TYPE X GYP. BD. UNDER STAIRS AT STORAGE AREA TYP. 11.PRESSURE TREATED WOOD: TO BE USED FOR WOOD IN CONTACT W/ EARTH OR EMBEDDED IN CONCRETE OR MASONRY. 6" MIN. CLR. FROM GRADE TO FRAMING. 12. HOSE BIBS: PROVIDE A NON -REMOVABLE BACKFLOW PREVENTION DEVICES ON ALL NEW EXT. HOSE BIBS, AND LAWN SPRINKLER/IRRIGATION SYSTEMS. ALL HOSE BIBS MUST HAVE APPROVED ANTI -SIPHON DEVICE. 13. SLOPE OF GRADE: SLOPE GRADE MIN. 6" WITHIN THE FIRST 10' TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS (CRC R401.3) WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN 10'. PROVIDE DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. SLOP MIN. 2% AWAY FROM BUILDING AT IMPERVIOUS SURFACES WITHIN 10' OF FOUNDATION. 14. WATERPROOF/GFCI PROTECTED OUTLETS: AT EXTERIOR AT FRONT AND REAR OF DWELLING HAVING ACCESS TO GRADE AND AT ALL BALCONIES; DECKS; AND PORCHES GREATER THAN 20 SF. 15.WATER HEATER: 15.1. TANKLESS WH. REQUIREMENTS: MIN. ENERGY FACTOR OF 0.82. INSTANT WATER HEATER THAT HAVE MIN. INPUT OF 6.8K BTU/HR SHALL HAVE ISOLATION VALVES ON BOTH COLD AND HOT WATER SUPPLY PIPES LEAVING THE WATER HEATER, AND HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. (CBEES 1103(C)7 ) SEE T24 FOR ADDITIONAL INFO. 15.2. TANK WH. REQUIREMENTS: SEISMIC ANCHORAGE OF WATER HEATER TO INCLUDE 3 ANCHORS OR STRAPS AT POINTS WITHIN THE UPPER AND LOWER 1 /3 OF ITS VERTICAL DIMENSIONS. THE LOWER ANCHOR/STRAP MUST BE AT LEAST 4" ABOVE CONTROLS. PROVIDE 24" MIN. WIDE DOOR TO WATER HEATER COMPARTMENT; MIN. 30" X 30" WORKSPACE BY FIREBOX; DOMESTIC WATER HEATER LOCATION PROHIBITED IN BEDROOM, BATHROOM, CLOTHES CLOSET, OR AREA OPEN TO SHALIMAR (EXCEPT DIRECT VENT APPLIANCE); IF LOCATED OVER FRAMING, REQUIRES WATERTIGHT PAN W/ 1" DRAIN, TANK < 55 GAL TC BE MIN. ENERGY FACTOR OF 0.60 AND TANKS > 55 GAL TO BE MIN. ENERGY FACTORS OF 0.76. BOTH REQ'D ADDITIONAL HERS INSULATION VERIFICATION. SEE T24 FOR ADDITIONAL INFO. 16. FURNACE: 16.1. LOCATED IN ATTIC: 16.2. NOT OPEN TO BEDROOM OR BATHROOM; 16.3.30" CLR WORKSPACE AT FRONT; 16.4. TOTAL CLEARANCE 12" GREATER THAN FAU WIDTH; 16.5. FURNACE ROOM PASSAGEWAY 24" MIN. WIDTH; 16.6. COMBUSTION CHAMBER 8" MIN. TO CLOSED DOOR 16.7. RECEPTACLE WITHIN 25' & NOT ON APPL. CIRCUIT; 16.8. HVAC SUBCONTRACTOR TO VERIFY ALL APPLICABLE INSTALLATION REQUIREMENTS & INSTALL PER MANUFACTURER'S SPECIFICATIONS TYP. FAU COMBUSTION AIR (SEE 2022 UMC & UPC FOR MORE OPTIONS & REQ'TS) 17. ATTIC ACCESS PANEL: 22" X 30" MIN. PANEL (SIZE LARGER TO ACCOMMODATE FAU AS REQ'D) LOCATED IN HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IF FAU IN ATTIC, PROVIDE 30" MIN. DEEP PLATFORM IN FRONT OF FIREBOX & LIGHTING OUTLET SWITCHED AT ACCESS DOOR NEAR FURNACE. 18. ARC -FAULT CIRCUIT INTERRUPTER: ALL NEW 120-V, SINGLE PHASE 15 & 20-AMP BRANCH CIRCUITS INSTALLED IN DWELLING UNIT FAMILY ROOMS KITCHENS DINING ROOMS, LIVING ROOMS, LIVING ROOMS, LIBRARIES DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS (CEC 210.12 A) 19. SMOKE ALARMS: SMOKE ALARMS INSTALLED AT THE FOLLOWING LOCATIONS: 19.1. EACH SLEEPING ROOM 19.2.OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY 19.3. AT LEAST ONE EVERY STORY & AT BASEMENT LEVEL ENTRANCE TO STAIRS 19.4. MIN. 20' FROM COOKING APPLIANCE (10' FOR IONIZATION /PHOTOELECTRIC) 19.5. MIN 3 FROM BATHROOM W/ TUB OR SHOWER 19.6. WITHIN 1' OF PEAK OF SLOPED CEILING ALL SMOKE ALARMS ARE TO BE INTERCONNECTED PER 2022 CRC 314.4 (ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT & ALARM WILL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED) W/BATTERY BACKUP LISTED IN ACCORDANCE W/ U L217. 20. CARBON MONOXIDE ALARMS: NEW 110V CARBON MONOXIDE ALARM (WITH BATTERY BACKUP) INSTALLED OUTSIDE EACH AREA ADJACENT TO A SLEEPING AREA; EACH STORY OF THE BUILDING; AND IN ANY BASEMENT. 21. TYP. INTERIOR NON -BEARING PARTITION WALL (U.O.N.): - 2X4 STUDS 16" O.C. - 2X6 STUDS @ 16" O.C. @ PLUMBING WALLS 1 /2" GYP.BD. EA. SIDE (MOLD & MOISTURE RESISTANT GYP. BD. AT BATHROOM, LAUNDRY) 22. AIR QUALITY MEASURES: ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. PAINTS, STAINS & OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT W/ PRODUCT WEIGHTED MIR LIMITS FOR VOC AND OTHER TOXIC COMPOUNDS. VERIFICATION OF COMPLIANCE SHALL BE PROVIDED CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY W/ LOW FORMALDEHYDE EMISSION STANDARDS 23. MOISTURE: MOISTURE OF WD STRUCTURAL MEMBERS NOT TO EXCEED 19%, SEE CALGREEN MANDATORY MEASURES 4.505.3 FOR ADD. REQUIREMENTS. 24. SEPARATION BETWEEN GARAGE & HOUSE: - 1 HR WALL BETWEEN GARAGE & HOUSE: 5/8" TYPE X GYP. BD. GARAGE SIDE; 2X4 STUDS WALL @ 16" O.C., W/ R-13 BATT; 1 /2" GYP. BD. @ HOUSE SIDE. - 1-HR CLG BETWEEN GARAGE & HOUSE: 2 LAYERS 5/8" TYPE X GYP. BD. GARAGE SIDE 25. DOOR TO GARAGE: DOOR BETWEEN GARAGE & HOUSE TO BE SELF -CLOSING; TIGHT -FITTING SOLID DOOR 1-3/8" THICK OR APPROVED 20 MIN. FIRE -RATED DOOR. 26.CRAWLSPACE VENTILATION: VENT 1 SF. / 150 SF. OF UNDERFLOOR AREA; U.O.N., PROVIDE PANTED 6" X 16" G.S.M. VENTS AS CLOSE TO CORNERS AS POSSIBLE AND ALLOWING CROSS -VENTILATION. VENTS SHALL BE COVERED WITH 1 /4" WIRE MESH. 27. UNDER -FLOOR CLEARANCE: PROVIDE MIN. 18" CLEAR TO EXPOSED GROUND IN CRAWLSPACES FROM JOISTS OR STRUCTURAL WOOD FLOORS OR 12" TO WOOD GIRDERS. OTHERWISE, SUCH WOOD FRAMING SHALL BE PRESSURE -TREATED OR HAVE NATURAL RESISTANCE TO DECAY. 28. ADDRESS NUMBER: SEE ELEVATION FOR LOCATION OF ADDRESS NUMBER ON BUILDING ELEVATIONS CLEARLY VISIBLE AND LEGIBLE FROM STREET OR ROADWAY FRONTING THE PROPERTY. NUMBERS TO BE MIN. 4" HIGH WITH MIN. STROKE OF 1 /2" AND SHALL CONTRAST WITH THE BACKGROUND. 29. CRAWLSPACE ACCESS: PROVIDE MIN. 18" X 24" CRAWLSPACE ACCESS PANEL. 30. ATTIC VENTILATION: VENT 1 SF. / 150 SF OF ATTIC AREA OR 1 SF. / 300 SF. > 50% OF VENTING IS LOCATED ABOVE MID -POINT OF ATTIC. 34. EGRESS WINDOW: 5.7 SF. MIN. (5 SF. MIN. ALLOWABLE AT GROUND LEVEL); 31. TYPICAL EXTERIOR WALL ASSEMBLY AT NEW & PATCHED WALLS (U.0.N.): (EXTERIOR FINISH PER ELEVATION) - 1 LAYER GRAD "D" BUILDING PAPER. (2 AT PLASTER) - PLYWOOD SHEATHING (SEE STRUC. ENG.) - 2 X 4 STUDS @ 16" O.C. (PRESSURE TREATED STUDS IN CONTACT WI CONC.) -BATT INSULATION BETWEEN STUDS PER T24. -1/2" GYP. BD. (SHIM TO ALIGN W/ EXISTING FINISHES W.O.) 32. TYPICAL NEW EXTERIOR WINDOWS & DOORS & SIDELITES: -DUAL-PANE GLAZING (W.O.) IN WOOD DOORS AND SIDE-LITES - -DUAL-PANE VINYL WINDOWS -U-VALUE = 0.32 SEE T24 FOR ADDITIONAL INFO. - MATCH (E) DOOR & TRIM - MATCH (E) WINDOW & TRIM PROFILE 33. POLLUTANT CONTROL: COMPLY WITH FOLLOWING SECTIONS OF CAL GREEN MANDATORY MEASURES 4.504 - COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION - ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. - PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. - DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. - AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. - CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. 35. OPERATIONS & MAINTENANCE: OPERATIONAL MANUALS SHOULD BE PROVIDED TO THE OWNER OR BUILDING OCCUPANTS 36. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMING IS CHECKED BEFORE CLOSURE. 37. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENTS SHALL BE COVERED DURING CONSTRUCTION. 38. 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH VOC-EMISSION LIMITS DEFINED BY CHPS 39. PARTTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. INSTALL ONLY DIRECT VENT SEALED -COMBUSTION GAS OR SEALED WOOD -BURNING FIREPLACES, OR A SEALED WOODSTOVE. VAPOR RETARDERS AND CAPILLARY BRAKE IS INSTALLED IN SLAB ON GRADE FOUNDATION 40. RECYCLE AND/OR SALVAGE FOR REUSE A MIN OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH ONE OF THE FOLLOWING: a) COMPLY WITH A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE; OR b) A CONSTRUCTION WASTE MANAGEMENT PLAN, PER SEC. 4.408.2; OR c) A WASTE MANAGEMENT COMPANY, PER SEC. 4.408.3; OR d) THE WASTE STREAM REDUCTION ALTERNATIVE, PER SEC 4.408.4 THE LICENSED PROFESSIONAL RESPONSIBLE TO VERIFY CALGREEN COMPLIANCE IS QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY INSPECT AND VERIFY. VERIFICATION AND SUBMITTAL OF IMPLEMENTATION FORM TO THE CITY IS REQUIRED PRIOR TO FINAL INSPECTION APPROVAL. 41. THE LICENSED PROFESSIONAL RESPONSIBLE TO VERIFY CALGREEN COMPLIANCE IS QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY INSPECT AND VERIFY. VERIFICATION AND SUBMITTAL OF IMPLEMENTATION FORM TO THE CITY IS REQUIRED PRIOR TO FINAL INSPECTION APPROVAL. 42. BATHROOM FAN MUST BE ENERGY STAR COMPLIANT. UNLESS FUNCTIONING AS A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL - HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE LESS THAN OR EQUAL TO 50% TO A MAX OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT -A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL(BUILT-IN). 43. DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS: 1. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ACCA 2 MANUAL J-2016 OR EQUIVALENT. 2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D - 2016 OR EQUIVALENT. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2014 OR EQUIVALENT. LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650. 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: 1/4"=110" GENERAL NOTES A004 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. they apply to your project, all year long. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthmoving ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned, ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash, Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ if sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application *6 ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Ann Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering 11 ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650. 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: NA IBIVIP Zt A0.5 2 5' w 0 L0 CENTERLINE OF STREET�� 2 5' BLOCK WALL 4 MAPS 26 BLOCK 44 LOT 17 — — N48°30'00"E — 48.00' (1)— — Ln 4 MAPS 26 BOCK 44 SOT 18 N BLOCK 44 O LOT 16 (4,896± SQ. FT.) I I +1 6.' J +15.78 +15.72 SSCO o I o 15.4' Q m RIDGE I FF EM PORCH +15.92 w 5.84 STEP +15.62 0 O 0 ° I� V7 0 +15.91 4 N+15.79 N +15.70 I I N48°30'00"E — _ 48 00_ CONCRETE SIDEWALK 74t 1. PLANTER 0 WM❑ 14.62 FL 14.50 FL � 4 MAPS 26 BOCK 44 SOT 12 0 GRAPHIC SCALE 1 C-1 8 0 4 8 16 32 1 O. I I I I I I ( IN FEET ) 1 inch = 8 ft i 4 MAPS 26 BOCK 44 LOT 15 � Iw 0 O 0 ° C/)I +15.67 I FOUND IRON PIPE AT PROPERTY CORNER BACK OF WALK PLANTER 14.78 TC CURB FACE 14.18 FL BAYSWATER AVENUE Ln THIS SURVEY PLAT OF EXISTING CONDITIONS REFLECTS THE SITE CONDITIONS AT THE TIME WHEN THE FIELD SURVEY WAS PERFORMED. THIS SURVEY PLAT MUST BE USED AS A STAND-ALONE DOCUMENT. IT CAN NOT BE SCANNED, ALTERED, CROPPED OUT OR MODIFIED WITH ZHEN'S LAND SURVEYING CORP.'S TITLE BLOCKAND SURVEYOR'S STAMP AND SIGNATURE. THIS SURVEY PLAT CAN BE ONL YATTACHED AS A SEPARATE DOCUMENT BY ITSELF TO THE DEVELOPMENT PROJECT OF THE SUBJECT PROPERTY AND CAN NOT BE USED ON OTHER DEVELOPMENT PROJECTS WITHOUT WRITTENAPPROVAL OFZHEN'S LAND SURVEYING CORP. ABBREVIATIONS AND LEGEND BSBL BUILDING SETBACK LINE CB CATCH BASIN CONC CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FT FRUIT TREE GM GAS METER GND GROUND HCR HANDICAP RAMP JP JOINT POLE PUE PUBLIC UTILITY EASEMENT SP SIGN POLE SSCO SANITARY SEWER CLEAN OUT SFNF SEARCH FOR NOT FOUND TC TOP OF CURB TEL TELEPHONE UNK T UNKNO WN TREE WM WATER METER ---- BOUNDARY LINE —o—o EXISTING FENCE LINE -7-7-7-7 EXISTING BUILDING OUTLINE ( INDICATES REFERENCE MAP NUMBER REFERENCE INFORMATION (1) 21 MAPS 51 (2) 21 LLS 04 EASEMENTS: EASEMENTS SHOWN ARE BASED ON A REVIEW OF THE SUBDIVISION MAP. OTHER EASEMENTS, IF ANY, ARE NOT INDICATED ON THIS MAP. N 0 TEe (1) ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED. (2) BUILDING OUTLINE WAS MEASURED AT BUILDING EXTERIOR FINISH WALL SURFACE UNLESS OTHERWISE NOTED. (3) ELEVATION DATUM: NAVD 88. ELEVATIONS WERE ESTABLISHED WITH GLASS OBSERVATIONS. I:'if IJ�`1�71:1 - - - LOT 1 6, N BLOCK 44, AS SHOWN ON "LYON & HOAG SUBD V S ON OF THE TOWN OF BURL NGAME", BOOK 4 OF MAPS AT PAGE 26, SAN MATEO COUNTY RECORDS. APN 292841 60 (114 BAYSWATER AVENUE( CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1 "=10' DECEMBER, 2023 (701 WIDE) S�Q\-ANDSo �P/' N W q,v61 12 04 2023 L�� * Exp. 03-31-24 ZHEN WAND �T9TF0F965� CA \EO���Q DATE CENTERLINE OF STREET ZHEN'S LAND SURVEYING CORP. A 1 1 WALNUT CREEK, CALIFORNIA TEL: (415)802-9945 1 INFO@ZHENSLANDSURVEYING.COM SHEET 1 OF 1 SHEET KEYNOTES LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION ❑1 DEMO (E) ROOF BLOCK WALL 4 MAPS 26 BLOCK. 44 LOT +15.80 I w J 0 I+15.84 I 5.9' +15.92 4 MAPS 26 BLOCK 44 LOT+15.78 +15.72 SSCO 7/331 O +15.80 j p 15.4' Q m 17.8' j+15.84 PORCH 15.84 STEP +15.62 W O O 0 �i �I +15.67 M N +15.79 +15.70 FOUND IRON PIPE AT PROPERTY CORNER 48.00' (1) N48°30'00"E 48.00' CONCRETE SIDEWALK \'BACK OF WALK 14.62 FL PLANTER O Wq]I \ PLANTER 4 MAPS 26 BLOCK 44 LOT 15 15.25 TC 14.78 TC CURB FACE 14.50 FL 14.18 FL (E) DRIVEWAY APRON TO BE REMOVED AND REPLACE BAYSWATER (701 WIDE) AVENUE K� DEMO SITE PLAN O 1 Scale: 1l8"=V-0' address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650. 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 �CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: 1 /8"=1'0" DEMO SITE PLAN Al 02 BEST MANAGEMENT PRACTICE NOTES DELINEATE WITH FIELD MARKERS THE FOLLOWING AREA: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS, BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, AND DRAINAGE COURSES. A. CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY. B. METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION, AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL. C. SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION. D. PROVISIONS FOR TEMPORARY AND / OR PERMANENT IRRIGATION. E. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER. F. USE SEDIMENT CONTROLS OR FILTRATION TO REMOVE SEDIMENT WHEN DE -WATERING AND OBTAIN ALL NECESSARY PERMITS. G. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (e.g., BERMS, SOCKS, FIBER ROLLS, OR FILTERS.) H. TRAP SEDIMENT ON -SITE, USING BMPs SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. I. DIVERT ON -SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF -SITE RUNOFF AROUND THE SITE (e.g., SWALES AND DIKES). J. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER MEASURES AS APPROPRIATE. K. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. L. NO CLEANING, FUELING, OR MAINTAINING VEHICLES ON -SITE, EXCEPT IN A DESIGNATED AREA WHERE WASHWATER IS CONTAINED AND TREATED. M. STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERTY TO PREVENT CONTACT WITH STORMWATER. N. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES / SUB - CONTRACTORS RE: CONSTRUCTION BMPs. O. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTING WASTES, PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS, WASHWATER OR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NONSTORM WATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. P. ALL DAMAGED CURB, GUTTER, SIDEWALK OR DRIVEWAY IN THE PUBLIC RIGHT-OF-WAY FRONTING THE PROPERTY SHALL BE REMOVED AND REPLACED. REMOVED AND REPLACE ALL DAMAGED AND/OR BROKEN SIDEWALK AT FRONT OF PROPERTY FOR ALL LOCATIONS WHERE THERE ARE ANY RAISED OR OFFSET CONCRETE SECTIONS GREATER THAN OR EQUAL TO -INCH. 34-INCH. Q. OBTAIN AN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCING ANY WORK WITHIN THE — CITY'S PUBLIC RIGHT -OF -WAY. THE ENCROACHMENT PERMIT SHALL BE ISSUED PRIOR TO ISSUANCE OF A BUILDING PERMIT. R. NO DUMPING! FLOWS TO BAY! CONSTRUCTION NOTES A. THE CONTRACTOR TO VERIFY DEMOLISHED LUMBERS' CONDITION FROM THE GARAGE, AND WHETHER THEY CAN BE REUSED. REMOVED KITCHEN CABINETS AND GRANITE COUNTER TOP SHALL BE SALVAGE OR RESALE IN THE FUTURE. B. ALL REMOVED SHEET ROCKS, BROKEN NAILS AND WOODEN BOARDS WILL BE PLACED INTO HAULING COMPANY'S DUMPSTER, AND MIXED FOR TRANSPORTATION TO A LOCAL HAULING AUTHORITY. C. CONSTRUCTION METHOD TO REDUCE AMOUNT OF WASTE GENERATED CAN BE VIEWED ON SHEET G1.0 - "CONSTRUCTION BMPs." D. THE AMOUNT OF CONSTRUCTION MATERIALS DIVERTED SHALL BE CALCULATED BY VOLUME. (A DUMPSTER WILL BE USED) BAYSWATE'R (701 WID AVENUE SITE REQUIRED TO BE REPLACED \ CENTERLINE �\ OF STREET IMPORTANT NOTES 1. NEW FENCES AND MAILBOX WILL NOT BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. 2. NEW FENCE WILL BE MAX. HEIGHT OF 6'SOLID WITH 1' TRELLIS. 3. ON CONCRETE COVERED SURFACE, PROVIDE SWALES W/ 2% MIN. SLOPE FOR STORM WATER RUNOFF THROUGH GRAVITY FLOW 4. ALL NEW ROOF DRAINAGE WILL BE DIRECTED TO LANDSCAPED AREAS TO THE EXTEND FEASIBLE AND NOT ONTO ADJACENT PROPERTIES. 5. CONTRACTOR TO VERIFY FIRE BACKFLOW PREVENTION DEVICE AND FIRE HYDRANT LOCATION. 6. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. 7.NO PROTECTED TREES EXIST ON SITE OR OVERHANGING FROM NEIGHBORING PROPERTIES 8.PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL AND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. KEYNOTES ❑1 (N) 200 AMP. ELEC. PANEL ❑2 (N) GAS METER �3 (N) GUTTER, TYP. ® (N) DOWNSPOUT ❑5 (N) ALL NEW ROOF DRAINAGE WILL BE DIRECTLY TO LANDSCAPED AREAS TO THE EXTEND FEASIBLE AND NOT ONTO ADJACENT PROPERTYS © PROVIDE SWALES W/ 2% MIN. SLOPE FOR STORM WATER RUNOFF THROUGH GRAVITY FLOW M 4" UNDERGROUND SEWER PIPE, CONTRACTOR TO VERIFY PIPE SIZE IN FIELD, AND ENSURE IT UP TO CURRENT PLUMBING CODE & LOCAL GOVERNMENT ORDINANCE THE SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL BE CONNECTED TO THE EXISTING LATERAL ON THE PRIVATE PROPERTY SIDE PER MUNICIPAL CODE 15.08.050. NOTE: SUB -LATERALS TO THE MAIN SEWER IS PROHIBITED. ® PROVIDE NEW CLEAN -OUT WITHIN PROPERTY LINE PER CITY'S CODE REQUIREMENTS �g (N) UNDERGROUND DOMESTIC WATER PIPE, CONTRACTOR TO VERIFY IN FIELD & TO PROVIDE MIN. 1 INCH WATER METER TO ACCOMMODATE SPRINKLER SYSTEM FLOW DEMANDS. PROVIDE A BACKFLOW PREVENTION DEVICE/DOUBLE CHECK VALVE 10 (N) TREE, SIZE: 24" BOX CFDJ-J](N) 6FT HIGH FENCE TO MATCH (E) SITE PLAN O 1 Scale: 1 /8"=V-0' LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMINTS RESPONSE C3 05-30-2024 Rev. Date Issue Project Scale: No: 2023-25 1/8"=110" SITE PLAN Al 03 SHEET NOTES GRAPHIC LEGEND LOGIC HOME DEVELOPMENT INC. 61 BUILDING PROVIDE LISTED 1 3/8" 20-MINUTE FIRE RESISTIVE DOOR AND FRAMEASSEMBLY WITH A SELF CLOSING.SELF-LATCHING DEVICE.ONEHALF OF THE COMMON WALL BETWEEN THE GARAGE SHALL BEOPEN AND UNOBSTRUCTED (CBC 715.4 & TABLE 715.4) B2 PROVIDE APPROVED TILE BACKER MATERIALS AND GYPBOARD IN BATHROOMS. A. NON -ABSORBENT FINISH MATERIAL MINIMUM 72" ABOVE THE STANDING SURFACE OF TUBS AND SHOWERS B. CEMENT,FIBER-CEMENT OR GLASS -MAT GYP BACKERS FOR ADHESIVE APPLICATION OF FINISH MATERIAL(TILE OF OTHER NONABSORBENT SHEET MATERIALS) OR PAINT ABOVE 721NSTALLED PER MANUFACTURER'S INSTRUCTIONS WITHIN SHOWER STALLS AND BATHTUB SURROUNDS C. WATER-RESISTANT GYP BOARD SHALL NOT BE USED WITHIN SHOWER STALLS, BATHTUB COMPARTMENTS OR OTHER WET OR HUMID AREAS,OR ON CEILINGS WITH JOISTS GREATER THAN 12 O.C. D. WATER-RESISTANT GYP BACKERS FOR TILE OR PAINT PER MANUFACTURER'S INSTRUCTIONS AT WATER CLOSET COMPARTMENTS. E. REGULAR GYP BOARD FOR TILE OR PAINT ON WALLS AND CEILINGS OTHER ABOVE 63 BEDROOM WINDOW FOR EMERGENCY ESCAPE AND RESCUE SHALLHAVE A FINISHED FLOOR TO WINDOW OPENING HEIGHT OF NOT BEMORE THAN 44".WINDOW SHALL HAVE 20" MIN.BY 24"CLEAROPENING AND OPENING AREA OF 5.7 SF B4 PROVIDE 5/8" TYPE-X GYPSUM BOARD UNDER THE INTERIORSTAIRWAY B5 PROVIDE 5/8"TYPE-X GYPSUM BOARD AND R-19 INSULATION ONGARAGE CEILING MECHANICAL M1 PROVIDE MIN.26 GA. GALV. SHEET METAL HEATING SUPPLY DUCTS AT GARAGE.BOTTOM OF HEATING DUCT OR FURRING SHALL NOT BE LOWER THAN 7'-0" AND SHALL HAVE NO OPENINGS INTO THE GARAGE M2 BATHROOM VENTILATION FAN WITH MINIMUM 50 CFM AND MAXIMUMI SCONE SOUND RATING.BATH FANS SHALL BE SWITCHED SEPARATELY FROM ANY LIGHTING SYSTEM.THE VENT SHALL BE 3 FEET AWAY FROM THE PROPERTY LINE AND 3 FEET AWAY FROM ANY OPENING INTO THE BUILDING M3 PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN.4")TO THE OUTSIDE AND EQUIP WITH BACK -DRAFT DAMPER EXHAUST DUCT LENGTH IS LIMITED TO 14FT.WITH 2 ELBOWS OR PROVIDE IN -LINE BOOSTER FAN IF MORE THAN 14'- T AWAY FROM PROP.LINE &OPENINGS M4 PROVIDE LOUVERED DOOR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A DOMESTIC CLOTHES DRYER.AN OPENING OF NOT LESS THAN 100 SQ.IN. FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS.(CMC 504.4.1) M5 RAISE WATER HEATER TO 18" ABOVE THE FLOOR.STRAP WATER HEATER WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. STRAP AT THE LOWER POINT SHALL BE INSTALLED 4"ABOVE WATER HEATER CONTROLS.WATER HEATER SHALL BE WRAP WITH R-12 INSULATION PLUMBING P1 PROVIDE SAFETY GLASS DOOR FOR SHOWER STALL.DOOR MUST HAVE MIN.22UNOBSTRUCTED OPENING FOR EGRESS AND MUST OPEN OUTWARDS P2 PROVIDE A 30" SIDE TO SIDE CLR.AND A MIN.24" IN FRONT OF THEOILET.NEW TOILET MUST BE WATER CONSERVING 1.28 GAL P3 NO PLASTIC PLUMBING PIPE ALLOWED FOR DOMESTIC WATER SUPPLY AND SANITARY WASTE SYSTEM P4 SHOWER & TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCETHERMOSTATIC,OR COMBINATION WITH MAX. MIXING TEMPERATURE OF 120 DEGREES PER CPC 418 P5 CONTROL VALVES AND SHOWERHEAD SHALL BE LOCATED ON THE SIDE WALL OF SHOWER COMPARTMENTS OR OTHER WISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY PER CPC 408.0 ELECTRICAL E1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS E2 ALL BATHROOM LIGHTS NEAR SHOWERS & BATHTUBS TO BE VAPOR PROOF RATED E3 LIGHT FIXTURES IN LIVING ROOM, DINING ROOM, AND BEDROOM TOBE HIGH EFFICACY OR TO BE CONTROLLED BY DIMMER SWITCHES OR OCCUPANCY SENSORS RESIDENTIAL R1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS MEMBRANE PENETRATION SHALL COMPLY WITH SECTION R302.4.1WHERE WALLS ARE REQUIRED TO HAVE A FIRE-RESISTANCERATING. RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING WILL NOT BE REDUCED EXCEPTION: 1)BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24"WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOM MUNICATING STUD CAVITIES.2) BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS.3) BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTIONR302.11 R2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINNO.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE _ OPENINGS INTO GARAGE (E) WALL MEN= (N) WALL 8068 SAD. (N) WINDOW/SLIDING DOOR 2868 (N) DOOR KEYNOTES [-1 ](N) 200 AMP. ELEC. PANEL ❑2 (N) GAS METER ❑3 (N) 50 GAL ELEC. WATER HEATER ® (N) ELEC. SUBPANEL ❑5 (N) ELEC. COOKTOP ©(N) 400-CFM (MIN.) VENTED RANGE FAN HOOD TO BE RATED/CERTIFIED BY HVI FOR MANUFACTURER, CERTIFIED MODEL, AIR FLOW, AND SOUND RATING, PER CENC150.0(0)1 G.),RANGE HOOD TERMINATION LOCATED ON ROOF M(N) DISPOSER UNDER SINK ® (N) TRASH CAN ❑9 (N) DISHWASHER 10 (N) ELEC.MICROWAVE AND BUILT-IN OVEN 11 (N) BUILT-IN REFRIGERATOR 12 (N) ISLAND SINK 1. VENT PIPING TO BE SIZED PER CPC TABLE 703.2 2. DRAINAGE FITTINGS TO BE USED ON THE VENT LINE BELOW FLOOR LEVEL. 3. MINIMUM 1/4 INCH PER FOOT SLOPE 4. ISLAND RETURN VENT TO BE AS HIGH AS POSSIBLE, BUT NOT LESS THAN DRAIN BOARD HEIGHT 5. RETURN VENT BEND TO BE A ONE-PIECE FITTING OR AN ASSEMBLY OF A 45 DEGREE, A 90DEGREE, AND A 45-DEGREE ELBOW IN THAT ORDER 6. RETURN VENT TO CONNECT TO HORIZONTAL DRAIN W/ WYE BRANCH FITTING 7. FOOT VENT REQUIRED TO CONNECT WITH WYE BRANCH FITTING HORIZONTAL PORTION OF FOOT VENT LESS THAN 20 FEET FOR 1 1/2-INCH PIPECLEAN OUT REQUIRED IN VERTICAL PORTION OF FOOT VENT, AND UPPER TERMINAL OF HORIZONTADRAIN LINE.TO BE ACCESSIBLE. 8. APPROVED VERTICAL TO HORIZONTAL DRAINAGE FITTING REQUIRED (LONG SWEEP)NO ADDITIONAL FIXTURES ALLOWED ON ISLAND SINK DRAIN 9. RC REFERENCE 13 (N) ELEC. DRYER 14 (N) WASHER 15 (N) SHOWER 16 (N) TUB 17 (N) GRAB BAR, BLOCKINGS TO BE INSTALLED IN WALLS FOR FUTURE GRAB BARS AT 34" FROM THE FLOOR. THESE BLOCKINGS NEEDS TO BE PROVIDED AROUND THE ENTIRE SHOWER ENCLOSURE AND BEHIND THE WATER CLOSET. 18 (N) CRAWL SPACE ACCESS, 18x24 MIN. 19 (N) AC CONDENSOR 20 (N) FIREPLACE 21 (N) ATTIC ACCESS, 22x30 MIN. 22 (N) ELEC. FURNACE 25 (N) WINDOW EGRESS, OPENING MORE THAN 20 INCH IN WIDTH, AND 24 INCH IN HEIGHT, CLEAR AREA GREATER THAN 5.7 SQFT 26 (N) SKYLIGHTS, VELUX FCM2246 F►k1 FLOOR PLAN -LOWER LEVEL 01 Scale: 1 /4"=1'-0' DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project Scale: No: 2023-25 1/4"=1'0" FLOOR PLAN LOWER LEVEL A201 SHEET NOTES GRAPHIC LEGEND LOGIC HOME DEVELOPMENT INC. B1 BUILDING PROVIDE LISTED 1 3/8" 20-MINUTE FIRE RESISTIVE DOOR AND FRAMEASSEMBLY WITH A SELF CLOSING.SELF-LATCHING DEVICE.ONEHALF OF THE COMMON WALL BETWEEN THE GARAGE SHALL BEOPEN AND UNOBSTRUCTED (CBC 715.4 & TABLE 715.4) B2 PROVIDE APPROVED TILE BACKER MATERIALS AND GYPBOARD IN BATHROOMS. A. NON -ABSORBENT FINISH MATERIAL MINIMUM 72" ABOVE THE STANDING SURFACE OF TUBS AND SHOWERS B. CEMENT,FIBER-CEMENT OR GLASS -MAT GYP BACKERS FOR ADHESIVE APPLICATION OF FINISH MATERIAL(TILE OF OTHER NONABSORBENT SHEET MATERIALS) OR PAINT ABOVE 721NSTALLED PER MANUFACTURER'S INSTRUCTIONS WITHIN SHOWER STALLS AND BATHTUB SURROUNDS C. WATER-RESISTANT GYP BOARD SHALL NOT BE USED WITHIN SHOWER STALLS, BATHTUB COMPARTMENTS OR OTHER WET OR HUMID AREAS,OR ON CEILINGS WITH JOISTS GREATER THAN 12 O.C. D. WATER-RESISTANT GYP BACKERS FOR TILE OR PAINT PER MANUFACTURER'S INSTRUCTIONS AT WATER CLOSET COMPARTMENTS. E. REGULAR GYP BOARD FOR TILE OR PAINT ON WALLS AND CEILINGS OTHER ABOVE B3 BEDROOM WINDOW FOR EMERGENCY ESCAPE AND RESCUE SHALLHAVE A FINISHED FLOOR TO WINDOW OPENING HEIGHT OF NOT BEMORE THAN 44".WINDOW SHALL HAVE 20" MIN.BY 24"CLEAROPENING AND OPENING AREA OF 5.7 SF B4 PROVIDE 5/8" TYPE-X GYPSUM BOARD UNDER THE INTERIORSTAIRWAY B5 PROVIDE 5/8"TYPE-X GYPSUM BOARD AND R-19 INSULATION ONGARAGE CEILING MECHANICAL M1 PROVIDE MIN.26 GA. GALV. SHEET METAL HEATING SUPPLY DUCTS AT GARAGE.BOTTOM OF HEATING DUCT OR FURRING SHALL NOT BE LOWER THAN 7'-0" AND SHALL HAVE NO OPENINGS INTO THE GARAGE M2 BATHROOM VENTILATION FAN WITH MINIMUM 50 CFM AND MAXIMUMI SCONE SOUND RATING.BATH FANS SHALL BE SWITCHED SEPARATELY FROM ANY LIGHTING SYSTEM.THE VENT SHALL BE 3 FEET AWAY FROM THE PROPERTY LINE AND 3 FEET AWAY FROM ANY OPENING INTO THE BUILDING M3 PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN.4")TO THE OUTSIDE AND EQUIP WITH BACK -DRAFT DAMPER EXHAUST DUCT LENGTH IS LIMITED TO 14FT.WITH 2 ELBOWS OR PROVIDE IN -LINE BOOSTER FAN IF MORE THAN 14'- T AWAY FROM PROP.LINE &OPENINGS M4 PROVIDE LOUVERED DOOR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A _ DOMESTIC CLOTHES DRYER.AN OPENING OF NOT LESS THAN 100 SQ.IN. FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS.(CMC 504.4.1) M5 RAISE WATER HEATER TO 18" ABOVE THE FLOOR.STRAP WATER HEATER WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. STRAP AT THE LOWER POINT SHALL BE INSTALLED 4"ABOVE WATER HEATER CONTROLS.WATER HEATER SHALL BE WRAP WITH R-12 INSULATION PLUMBING P1 PROVIDE SAFETY GLASS DOOR FOR SHOWER V STALL.DOOR MUST HAVE MIN.22UNOBSTRUCTED OPENING FOR EGRESS AND MUST OPEN OUTWARDS P2 PROVIDE A 30" SIDE TO SIDE CLR.AND A MIN.24" IN FRONT OF THEOILET.NEW TOILET MUST BE WATER CONSERVING 1.28 GAL P3 NO PLASTIC PLUMBING PIPE ALLOWED FOR DOMESTIC WATER SUPPLY AND SANITARY WASTE SYSTEM P4 SHOWER & TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCETHERMOSTATIC,OR COMBINATION WITH MAX. MIXING TEMPERATURE OF 120 DEGREES PER CPC 418 P5 CONTROL VALVES AND SHOWERHEAD SHALL BE LOCATED ON THE SIDE WALL OF SHOWER COMPARTMENTS OR OTHER WISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY PER CPC 408.0 ELECTRICAL E1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS E2 ALL BATHROOM LIGHTS NEAR SHOWERS & BATHTUBS TO BE VAPOR PROOF RATED E3 LIGHT FIXTURES IN LIVING ROOM, DINING ROOM, AND BEDROOM TOBE HIGH EFFICACY OR TO BE CONTROLLED BY DIMMER SWITCHES OR OCCUPANCY SENSORS RESIDENTIAL R1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS MEMBRANE PENETRATION SHALL COMPLY WITH SECTION R302.4.1WHERE WALLS ARE REQUIRED TO HAVE A FIRE-RESISTANCERATING. RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING WILL NOT BE REDUCED EXCEPTION: 1)BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24"WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOM MUNICATING STUD CAVITIES.2) BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS.3) BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTIONR302.11 R2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINNO.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO GARAGE (E) WALL (N) WALL 806T (N) WINDOW/SLIDING DOOR 2868 P(N) DOOR KEYNOTES ❑1 (N)200 AMP. ELEC. PANEL ❑2 (N)GAS METER ❑3 (N) ELEC. WATER HEATER ®(N) ELEC. SUBPANEL ❑5 (N) ELEC. COOKTOP ©(N) 400-CFM (MIN.) VENTED RANGE FAN HOOD TO BE RATED/CERTIFIED BY HVI FOR MANUFACTURER, CERTIFIED MODEL, AIR FLOW, AND SOUND RATING, PER CENC150.0(0)1G.),RANGE HOOD TERMINATION LOCATED ON ROOF 0(N) DISPOSER UNDER SINK ® (N) TRASH CAN ❑9 (N) DISHWASHER [IN (N) ELEC.MICROWAVE AND BUILT-IN OVEN 11 (N) BUILT-IN REFRIGERATOR 12 (N) ISLAND SINK 1. VENT PIPING TO BE SIZED PER CPC TABLE 703.2 2. DRAINAGE FITTINGS TO BE USED ON THE VENT LINE BELOW FLOOR LEVEL. 3. MINIMUM 1/4 INCH PER FOOT SLOPE 4. ISLAND RETURN VENT TO BE AS HIGH AS POSSIBLE, BUT NOT LESS THAN DRAIN BOARD HEIGHT 5. RETURN VENT BEND TO BE A ONE-PIECE FITTING OR AN ASSEMBLY OF A 45 DEGREE, A 90DEGREE, AND A 45-DEGREE ELBOW IN THAT ORDER 6. RETURN VENT TO CONNECT TO HORIZONTAL DRAIN W/ WYE BRANCH FITTING 7. FOOT VENT REQUIRED TO CONNECT WITH WYE BRANCH FITTING HORIZONTAL PORTION OF FOOT VENT LESS THAN 20 FEET FOR 1 1/2-INCH PIPECLEAN OUT REQUIRED IN VERTICAL PORTION OF FOOT VENT, AND UPPER TERMINAL OF HORIZONTADRAIN LINE.TO BE ACCESSIBLE. 8. APPROVED VERTICAL TO HORIZONTAL DRAINAGE FITTING REQUIRED (LONG SWEEP)NO ADDITIONAL FIXTURES ALLOWED ON ISLAND SINK DRAIN 9. RC REFERENCE 13 (N) ELEC. DRYER 14 (N) WASHER 15 (N) SHOWER 16 (N) TUB 1 % (N) GRAB BAR, BLOCKINGS TO BE INSTALLED IN WALLS FOR FUTURE GRAB BARS AT 34" FROM THE FLOOR. THESE BLOCKINGS NEEDS TO BE PROVIDED AROUND THE ENTIRE SHOWER ENCLOSURE AND BEHIND THE WATER CLOSET. [IN(N) CRAWL SPACE ACCESS, 18x24 MIN [N(N) (N) AC CONDENSOR 20 (N) FIREPLACE 21 (N)ATTIC ACCESS, 22x30 MIN. 22 (N) ELEC. FURNACE 24 20)MOOR INUTEOFIGARAGE SHALL RE RATED DOOR E A SELF -CLOSING AND SELF -LATCHING 25 (N) WINDOW EGRESS, OPENING MORE THAN 20 INCH IN WIDTH, AND 24 INCH IN HEIGHT, CLEAR AREA GREATER THAN 5.7 SQFT 26 (N) SKYLIGHTS, VELUX FCM2246 FL R PLAN PPER LEVEL 01 Scale: 1 /4"=1'-0' DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project Scale: No: 2023-25 1/4"=110" FLOOR PLAN UPPER LEVEL A202 SHEET NOTES GRAPHIC LEGEND LOGIC HOME DEVELOPMENT INC. 61 BUILDING PROVIDE LISTED 1 3/8" 20-MINUTE FIRE RESISTIVE DOOR AND FRAMEASSEMBLY WITH A SELF CLOSING.SELF-LATCHING DEVICE.ONEHALF OF THE COMMON WALL BETWEEN THE GARAGE SHALL BEOPEN AND UNOBSTRUCTED (CBC 715.4 & TABLE 715.4) B2 PROVIDE APPROVED TILE BACKER MATERIALS AND GYPBOARD IN BATHROOMS. A. NON -ABSORBENT FINISH MATERIAL MINIMUM 72" ABOVE THE STANDING SURFACE OF TUBS AND SHOWERS B. CEMENT,FIBER-CEMENT OR GLASS -MAT GYP BACKERS FOR ADHESIVE APPLICATION OF FINISH MATERIAL(TILE OF OTHER NONABSORBENT SHEET MATERIALS) OR PAINT ABOVE 721NSTALLED PER MANUFACTURER'S INSTRUCTIONS WITHIN SHOWER STALLS AND BATHTUB SURROUNDS C. WATER-RESISTANT GYP BOARD SHALL NOT BE USED WITHIN SHOWER STALLS, BATHTUB COMPARTMENTS OR OTHER WET OR HUMID AREAS,OR ON CEILINGS WITH JOISTS GREATER THAN 12 O.C. D. WATER-RESISTANT GYP BACKERS FOR TILE OR PAINT PER MANUFACTURER'S INSTRUCTIONS AT WATER CLOSET COMPARTMENTS. E. REGULAR GYP BOARD FOR TILE OR PAINT ON WALLS AND CEILINGS OTHER ABOVE 63 BEDROOM WINDOW FOR EMERGENCY ESCAPE AND RESCUE SHALLHAVE A FINISHED FLOOR TO WINDOW OPENING HEIGHT OF NOT BEMORE THAN 44".WINDOW SHALL HAVE 20" MIN.BY 24"CLEAROPENING AND OPENING AREA OF 5.7 SF B4 PROVIDE 5/8" TYPE-X GYPSUM BOARD UNDER THE INTERIORSTAIRWAY B5 PROVIDE 5/8"TYPE-X GYPSUM BOARD AND R-19 INSULATION ONGARAGE CEILING MECHANICAL M1 PROVIDE MIN.26 GA. GALV. SHEET METAL HEATING SUPPLY DUCTS AT GARAGE.BOTTOM OF HEATING DUCT OR FURRING SHALL NOT BE LOWER THAN 7'-0" AND SHALL HAVE NO OPENINGS INTO THE GARAGE M2 BATHROOM VENTILATION FAN WITH MINIMUM 50 CFM AND MAXIMUMI SCONE SOUND RATING.BATH FANS SHALL BE SWITCHED SEPARATELY FROM ANY LIGHTING SYSTEM.THE VENT SHALL BE 3 FEET AWAY FROM THE PROPERTY LINE AND 3 FEET AWAY FROM ANY OPENING INTO THE BUILDING M3 PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN.4")TO THE OUTSIDE AND EQUIP WITH BACK -DRAFT DAMPER EXHAUST DUCT LENGTH IS LIMITED TO 14FT.WITH 2 ELBOWS OR PROVIDE IN -LINE BOOSTER FAN IF MORE THAN 14'- T AWAY FROM PROP.LINE &OPENINGS M4 PROVIDE LOUVERED DOOR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A DOMESTIC CLOTHES DRYER.AN OPENING OF NOT LESS THAN 100 SQ.IN. FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS.(CMC 504.4.1) M5 RAISE WATER HEATER TO 18" ABOVE THE FLOOR.STRAP WATER HEATER WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. STRAP AT THE LOWER POINT SHALL BE INSTALLED 4"ABOVE WATER HEATER CONTROLS.WATER HEATER SHALL BE WRAP WITH R-12 INSULATION PLUMBING P1 PROVIDE SAFETY GLASS DOOR FOR SHOWER STALL.DOOR MUST HAVE MIN.22UNOBSTRUCTED OPENING FOR EGRESS AND MUST OPEN OUTWARDS P2 PROVIDE A 30" SIDE TO SIDE CLR.AND A MIN.24" IN FRONT OF THEOILET.NEW TOILET MUST BE WATER CONSERVING 1.28 GAL P3 NO PLASTIC PLUMBING PIPE ALLOWED FOR DOMESTIC WATER SUPPLY AND SANITARY WASTE SYSTEM P4 SHOWER & TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCETHERMOSTATIC,OR COMBINATION WITH MAX. MIXING TEMPERATURE OF 120 DEGREES PER CPC 418 P5 CONTROL VALVES AND SHOWERHEAD SHALL BE LOCATED ON THE SIDE WALL OF SHOWER COMPARTMENTS OR OTHER WISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY PER CPC 408.0 ELECTRICAL E1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS E2 ALL BATHROOM LIGHTS NEAR SHOWERS & BATHTUBS TO BE VAPOR PROOF RATED E3 LIGHT FIXTURES IN LIVING ROOM, DINING ROOM, AND BEDROOM TOBE HIGH EFFICACY OR TO BE CONTROLLED BY DIMMER SWITCHES OR OCCUPANCY SENSORS RESIDENTIAL R1 AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDE TO SUPPLY BATHROOM / POWDER / LAUNDRY RECEPTACLE OUTLETS MEMBRANE PENETRATION SHALL COMPLY WITH SECTION R302.4.1WHERE WALLS ARE REQUIRED TO HAVE A FIRE-RESISTANCERATING. RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING WILL NOT BE REDUCED EXCEPTION: 1)BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24"WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOM MUNICATING STUD CAVITIES.2) BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS.3) BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTIONR302.11 R2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINNO.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE _ OPENINGS INTO GARAGE 26'-52" 42'-4" 5'-0" 2'-6" 1 2'-6'> 10'-102" 0 0 i N (E) WALL (N) WALL 8068 SLD. (N) WINDOW/SLIDING DOOR 2868 P(N) DOOR KEYNOTES [j](N) 200 AMP. ELEC. PANEL ❑2 (N) GAS METER �3 (N) ELEC. WATER HEATER ® (N) ELEC. SUBPANEL (N) ELEC. COOKTOP ©(N) 400-CFM (MIN.) VENTED RANGE FAN HOOD TO BE RATED/CERTIFIED BY HVI FOR MANUFACTURER, CERTIFIED MODEL, AIR FLOW, AND SOUND RATING, PER CENC150.0(0)1 G.),RANGE HOOD TERMINATION LOCATED ON ROOF M(N) DISPOSER UNDER SINK ® (N) TRASH CAN (N) DISHWASHER 10 (N) ELEC.MICROWAVE AND BUILT-IN OVEN 11 (N) BUILT-IN REFRIGERATOR 12 (N) ISLAND SINK 1. VENT PIPING TO BE SIZED PER CPC TABLE 703.2 2. DRAINAGE FITTINGS TO BE USED ON THE VENT LINE BELOW FLOOR LEVEL. 3. MINIMUM 1/4 INCH PER FOOT SLOPE 4. ISLAND RETURN VENT TO BE AS HIGH AS POSSIBLE, BUT NOT LESS THAN DRAIN BOARD HEIGHT 5. RETURN VENT BEND TO BE A ONE-PIECE FITTING OR AN ASSEMBLY OF A 45 DEGREE, A 90DEGREE, AND A 45-DEGREE ELBOW IN THAT ORDER 6. RETURN VENT TO CONNECT TO HORIZONTAL DRAIN W/ WYE BRANCH FITTING 7. FOOT VENT REQUIRED TO CONNECT WITH WYE BRANCH FITTING HORIZONTAL PORTION OF FOOT VENT LESS THAN 20 FEET FOR 1 1/2-INCH PIPECLEAN OUT REQUIRED IN VERTICAL PORTION OF FOOT VENT, AND UPPER TERMINAL OF HORIZONTADRAIN LINE.TO BE ACCESSIBLE. 8. APPROVED VERTICAL TO HORIZONTAL DRAINAGE FITTING REQUIRED (LONG SWEEP)NO ADDITIONAL FIXTURES ALLOWED ON ISLAND SINK DRAIN 9. RC REFERENCE 13 (N) ELEC. DRYER 14 (N) WASHER 15 (N) SHOWER 16 (N) TUB 1 ] (N) GRAB BAR, BLOCKINGS TO BE INSTALLED IN WALLS FOR FUTURE GRAB BARS AT 34" FROM THE FLOOR. THESE BLOCKINGS NEEDS TO BE PROVIDED AROUND THE ENTIRE SHOWER ENCLOSURE AND BEHIND THE WATER CLOSET. 18 (N) CRAWL SPACE ACCESS, 18x24 MIN. 1 Q (N) AC CONDENSOR 20 (N) FIREPLACE 21 (N) ATTIC ACCESS, 22x30 MIN. 22 (N) ELEC. FURNACE 23 THE WALLS BETWEEN THE GARAGE AND THE CONDITION SPACE WILL BE BUILT OF ONE -HOUR FIRE -RATED CONSTRUCTION. PROVIDE !" GYPSUM BOARD SEPARATION ON THE GARAGE SIDE ONLY WHERE I�'ADJOINS THE DWELLING 24 (N) DOOR TO GARAGE SHALL BE A SOLID WOOD DOOR NOT LESS THAN 1-3/8" IN THICKNESS OR EQUIVALENT WITH A SELF -CLOSING AND SELF -LATCHING 20-MINUTE FIRE RATED DOOR 25 (N) WINDOW EGRESS, OPENING MORE THAN 20 INCH IN WIDTH, AND 24 INCH IN HEIGHT, CLEAR AREA GREATER THAN 5.7 SQFT 26 (N) SKYLIGHTS, VELUX FCM2246 27 (N) SKYLIGHTS, VELUX FCM3030 28 (N)EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OF ONE -HOUR FIRE -RATED CONSTRUCTION. 29 (N) REFRIGERATOR: REFRIGERATOR HAS SEPARATE DOORS FOR THE REFRIGERATOR AND FREEZER COMPARTMENTS 30 (N) MINI SPLIT AIR CONDITIONERS 31 (N) ELEC. WATER HEATER IN ATTIC 32 (N) CABINETS 33 (N) STORAGE 34 (N) ELEC. FURNACE IN ATTIC, - A 30"X30" WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE FAU. - A 24" WIDE WALKING SURFACE SHALL BE PROVIDED FROM THE ACCESS OPENING TO THE FAU. - A PERMANENT 120-VOLT RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE FURNACE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ACCESS OPENING. F►k1 FLOOR PLAN-ADU & GARAGE 01 Scale: 1/4"=1' 0' DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: 1/4"=110" FLOOR PLAN ADU & GARAGE A203 KEYNOTES ❑1 (N) DOWNSPROUTS ❑2 (N) GUTTER ATTIC VENTILATION CALCS KEYNOTES (N) 30-YEAR CLASS A FIRE RESISTANT RATING SHINGLE ROOF, RADIANT BARRIER ROOF SHEATHING TO BE INSTALLED, PER ENERGY CODE COMPLIANCE DOCUMENTATION TO MATCH (E) VAULTED CEILING WITH FOAM INSULATION, NO VENTILATION REQUIRED 2F ATTIC AREA 378 SQFT 378/150 = 2.52 x 144 = 362.88 SQ. IN REQ. UPPER VENTILATION REQ. (50%) = 240 SQ. IN (4) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. = 240 SQ. IN LOWER VENTILATION REQ. = 240 SQ. IN (4) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. = 240 SQ. IN TOTAL VENTILATION PROVIDED = 480 SQ. IN 1F-A ATTIC AREA 103 SQFT 103/150 = 0.69 x 144 = 99 SQ. IN REQ. UPPER VENTILATION REQ. (50%) = 50 SQ. IN (1) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. = 60 SQ. IN LOWER VENTILATION REQ. = 50 SQ. IN (1) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. = 60 SQ. IN TOTAL VENTILATION PROVIDED = 120 SQ. IN 1F-B ATTIC AREA 157 SQFT 157/150 = 1.05 x 144 = 151 SQ. IN REQ. UPPER VENTILATION REQ. (50%) = 76 SQ. IN (2) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. = 120 SQ. IN LOWER VENTILATION REQ. = 76 SQ. IN (2) "O-HAGIS" LOW -PROFILE COMPOSITION VENTS @72 SQ. IN. VENT AREA EA. TOTAL VENTILATION PROVIDED = 120 SQ. IN = 240 SQ. IN fLT LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: 1 /4"=11 0" ROOF PLAN A2.4 �0 ROOF PLAN r) I Scale:1/4"=1'-0" V 1 SHEET NOTES 8. INDEPENDENT CONTROLS. INTEGRATED LIGHTING OF EXHAUST FANS SHALL BE CONTROLLED INDEPENDENTLY FROM THE FANS. LIGHTING UNDER CABINETS OR SHELVES, LIGHTING IN DISPLAY CABINETS, AND SWITCHED OUTLETS MUST BE CONTROLLED 1. THE PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM AT TIME OF SEPARATELY FROM CEILING -INSTALLED LIGHTING. INSPECTION AND ANY INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL IS AT THE 9. RESIDENTIAL OUTDOOR LIGHTING. FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR CONTRACTOR'S RISK. LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS 2. BUILDING WATER SUPPLY SYSTEMS WHERE QUICK -ACTING VALVES ARE INSTALLED ( ON THE SAME LOT, MUST HAVE A MANUAL ON/OFF SWITCH AND EITHER A PHOTOCELL AND I.E.DISHWASHER HOT WATER LINE AND THE HOT/COLD WATER LINES FOR THE CLOTHES MOTION SENSOR OR AUTOMATIC TIME SWITCH CONTROL) OR AN ASTRONOMICAL TIME WASHER.) SHALL BE PROVIDED WITH WATER HAMMER ARRESTER(S) TO ABSORB HIGH CLOCK. AN ENERGY MANAGEMENT CONTROL SYSTEM THAT PROVIDES THE SPECIFIED PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. WATER HAMMER CONTROL FUNCTIONALITY AND MEETS ALL APPLICABLE REQUIREMENTS MAY BE USED TO ARRESTERS SHALL BE APPROVED MECHANICAL DEVICES IN ACCORDANCE WITH ASSE 1010 MEET THESE REQUIREMENTS. EXTERIOR LIGHTING NEEDS TO CONFORM TO CUPERTINO OR PDIWH 201 AND SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO QUICK -ACTING MUNICIPAL CODE. WHICH STATES THAT LIGHTS SPOTLIGHTS, FLOODLIGHTS, REFLECTORS, VALVES. AND OTHER MEANS OF ILLUMINATION SHALL BE SHIELDED OR EQUIPPED WITH SPECIAL 3. COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL RECEPTACLES LENSES IN SUCH A MANNER AS TO PREVENT ANY GLARE OR DIRECT ILLUMINATION ON ANY IN ALL BEDROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS PUBLIC STREET OR OTHER PROPERTY SUNROOMS, RECREATION ROOMS, CLOSETS, KITCHENS, LAUNDRY AREAS, HALLWAYS OR 10. INTERNALLY ILLUMINATED ADDRESS SIGNS. INTERNALLY ILLUMINATED ADDRESS SIGNS SIMILAR ROOMS OR AREAS WITH BRANCH CIRCUITS THAT SUPPLY 125 VOLT, MUST EITHER COMPLY WITH § 140.8 OR CONSUME NO MORE THAN 5 WATTS OF POWER. SINGLE-PHASE, 15 AND 20-AMPERE RECEPTACLE OUTLETS, AND BE READILY ACCESSIBLE. 11. AT THE GARAGE, A BATTERY BACKUP FUNCTION IS REQUIRED FOR THE AUTOMATIC 2022 CEC SECTION 210.12 GARAGE DOOR OPENER. 4. LUMINAIRE EFFICACY. ALL INSTALLED LUMINAIRES MUST MEET THE REQUIREMENTS IN 12. ALL 15A AND 20A 125V RECEPTACLES SUPPLYING DISHWASHERS & GARBAGE DISPOSALS TABLE 150.0-A, EXCEPT LIGHTING INTEGRAL TO EXHAUST FANS, KITCHEN RANGE HOODS, MUST BE READILY ACCESSIBLE AND GFCI PROTECTED PER 2022 CEC 210.8 (D). BATH VANITY MIRRORS, AND GARAGE DOOR OPENERS; NAVIGATION LIGHTING LESS THAN 5 13. FOR NEWLY INSTALLED AND EXISTING ACCESSIBLE PIPING, THE INSULATION WATTS; AND LIGHTING INTERNAL TO DRAWERS, CABINETS, AND LINEN CLOSETS WITH AN REQUIREMENTS OF CENC §150.0(J)l SHALL BE MET. EFFICACY OF AT LEAST 45 LUMENS PER WATT. A. INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH CPC 5. ACCESSIBLE CONTROLS. LIGHTING MUST HAVE READILY ACCESSIBLE WALL -MOUNTED SECTION 609.12.1 AND SECTION 609.12.2 PER CPC §609.12. CONTROLS THAT ALLOW THE LIGHTING TO BE MANUALLY TURNED ON AND OFF. B. HOT WATER PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS 6. AUTOMATIC SHUTOFF CONTROLS. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY THAN THE DIAMETER OF THE PIPE FOR A PIPE UP TO 2 INCHES IN DIAMETER PER CPC ROOMS AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE MUST BE §609.12.2. CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC -OFF FUNCTIONALITY. LIGHTING INSIDE DRAWERS AND CABINETS WITH OPAQUE FRONTS OR DOORS MUST HAVE CONTROLS THAT TURN THE LIGHT OFF WHEN THE DRAWER OR DOOR IS CLOSED. 7. DIMMERS. LIGHTING IN HABITABLE SPACES (E.G., LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS) MUST HAVE READILY ACCESSIBLE WALLMOUNTED DIMMING CONTROLS THAT ALLOW THE LIGHTING TO BE MANUALLY ADJUSTED UP AND DOWN. FORWARD PHASE CUT DIMMERS CONTROLLING LED LIGHT SOURCES IN THESE SPACES MUST COMPLY WITH NEMA SSL 7A. GRAPHIC LEGEND Oxx WALL MOUNT DUPLEX 110VAC OUTLET, @18" A.F.F U.O.N. GF1= GROUND FAULT INTERRUPT R= MOISTURE RESISTANT REF= REFRIGERATOR DM= DIMMABLE +48= MOUNT. HT. ® GROUNDED DUPLEX 110VAC OUTLET, RECESSED IN FLOOR t WALL MOUNT DUPLEX 220VAC OUTLET $xx LIGHT SWITCH, @ 48" A.F.F. U.O.N. 3= 3-WAY; D=DIMMER CONTROL 60- TELEPHONE / DATA PORT P TELEPHONE / DATA PORT RECESSED AT CEILING o- TV CABLE OUTLET JACK o- CAMERA 0 4" RECESSED LED DOWNLIGHT FIXTURE xx R= MOISTURE RESISTANT PM= PHOTO CONTROL/ MOTION SENSOR CONTROL VS= VACANCY SENSOR PENDANT LED LIGHT (60W U.O.N.) xx WALL -MOUNTED LED LIGHT FIXTURE R= MOISTURE RESISTANT P/M= PHOTOCONTROL / MOTION SENSOR CONTROL O CEILING MOUNT LED LIGHT (60W U.O.N.) + SPOTLIGHT ®xx EXHAUST FAN (5 AIR CHANGES/HR IN BATHROOMS) C= COMBINED LIGHT AND FAN G) 110V W/BATTERY BACKUP SMOKE DETECTOR ®i 110V W/BATTERY BACKUP SMOKE/CARBON MONOXIDE DETECTOR ❑ DOOR BELL o- GAS OUTLET ® HOSE BIB ------------ 21 KEYNOTES ❑1 (N) 200-AMP ELECTRICAL PANEL ❑2 (N) WATER HEATER ❑3 (N)AC CONDENSOR ® (N)FURNACE - A 30"X30" WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE FAU. - A 24" WIDE WALKING SURFACE SHALL BE PROVIDED FROM THE ACCESS OPENING TO THE FAU. - A PERMANENT 120-VOLT RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE FURNACE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ACCESS OPENING. ❑5 (N)CRAWL SPACE ACCESS © (N)ATTIC ACCESS ❑7 (N) ELEC. SUBPANEL(125-AMP) N LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: 1/4"=110" PROPOSED UTILITY PLANS PROPOSED UTILITY PLAN 0 1 Scale:1/4"=1'-0" %J 1 A301 KEYNOTES ❑1 (N) 30-YEAR CLASS AFIRE RESISTANT RATING SHINGLE ROOF, 2 LAYERS OF 15-POUND FELT UNDERLAYMENT. RADIANT BARRIER ROOF SHEATHING TO BE INSTALLED, PER ENERGY CODE COMPLIANCE DOCUMENTATION ❑2 (N)TYP. STUCCO, WHITE �3 (N)TYP. STUCCO, LIGHT GRAY ® (N)SKYLIGHTS ❑5 (N)WOOD FASCIA, DARK GRAY © (N)ANDERSON FIBERGLASS WINDOW, BLACK, WITH PAINTED WINDOW GRIDS M (N)GUTTER, PAINTED STEEL, DARK GRAY ® (N)FRONT DOOR, PAINTED WOOD, WOOD COLOR SIDE 11 PROPERTY LINE I I _ I 4'-0" ❑9 (N)PAINTED STEEL WALL SCONCES, MATTE BLACK 10 (N) WINDOW EGRESS, OPENING MORE THAN 20 INCH IN WIDTH, AND 24 INCH IN HEIGHT, CLEAR AREA GREATER THAN 5.7 SQFT, MAX WINDOW SILL HEIGHT OF 44 INCHES ABOVE THE FLOOR 11 (N)DOWNSPOUT 12 (N)FIBERGLASS INSULATED WHITE GARAGE DOOR 13 (N)FIBERGLASS EXTERIOR DOOR 14 (N)WOODEN BLINDS, WOOD COLOR 15 (N)ADDRESS NUMBER WITH A MINIMUM OF ONE-HALF INCH ('/2") STROKE BY SIX INCHES (6") HIGH 16 (N)SIMULATED DIVIDED LITES 21 1101 131 161 191 111 1131 171 1151 1161 1141171151 112 SIDE PROPERTY I LINE I TEMP. i �\ 114A i ❑ ❑ 00 -- — - — - — - — - — - — - - — - — - — - - - - - - - - - - 0'-0" G.F.F.(17.73) _0,_9„ AVG. GRADE FRONT ELEVATION_ADU & GARAGE 01 Scale: 1 /4"=1'-0' -1'-9 3/4" -*r-- AVG. GRADE(15.84) i LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION 1 18'-0" __ TOP PLATE(35.73') 0 � I j� c - ��� - 114 NEW RESIDENCE N 1 ND F. AND ADU 2NI F.F. C' 8'-10» 114 BAYSWATER AVE -- - - BURLINGAME, CA 94010 T P PLATE(26.56') I APN: 029 284 160 I 4 0'-0" G.F.F.(17.73) � I d - ID PARE - - - - - - - - - 4 - - - - - - - - - -LEFT SIDE(15.67') -2'-8 3/16" 10'-0" AVG. GRADE(15.84) AVG. TOP OF CURB(15.05) POI A U —RIGHT SIDE(15.56') FRONT ELEVATION -MAIN HOUSE 02 Scale: 1 /4"=1'-0' RIGHT ELEVATION O3 Scale: 1 /4"=1'-0' PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project No: Scale: 2023-25 1 /4"=1'O" ELEVATIONS A401 KEYNOTES ❑1 (N) 30-YEAR CLASS AFIRE RESISTANT RATING SHINGLE ROOF, 2 LAYERS OF 15-POUND FELT UNDERLAYMENT. RADIANT BARRIER ROOF SHEATHING TO BE INSTALLED, PER ENERGY CODE COMPLIANCE DOCUMENTATION ❑2 (N)TYP. STUCCO, WHITE �3 (N)TYP. STUCCO, LIGHT GRAY ® (N)SKYLIGHTS ❑5 (N)WOOD FASCIA, DARK GRAY © (N)ANDERSON FIBERGLASS WINDOW, BLACK, WITH PAINTED WINDOW GRIDS M (N)GUTTER, PAINTED STEEL, DARK GRAY ® (N)FRONT DOOR, PAINTED WOOD, WOOD COLOR 1 Y TOP PLATE(25.73') '0I2 co I 0'-0" G.F.F.(17.73) AVG. GRADE SIDE PROPERTY LINE I ❑9 (N)PAINTED STEEL WALL SCONCES, MATTE BLACK 10 (N) WINDOW EGRESS, OPENING MORE THAN 20 INCH IN WIDTH, AND 24 INCH IN HEIGHT, CLEAR AREA GREATER THAN 5.7 SQFT, MAX WINDOW SILL HEIGHT OF 44 INCHES ABOVE THE FLOOR 11 (N)DOWNSPOUT 12 (N)FIBERGLASS INSULATED WHITE GARAGE DOOR 13 (N)FIBERGLASS EXTERIOR DOOR 14 (N) WOODEN BLINDS, WOOD COLOR 16 (N) SIMULATED DIVIDED LITES 41 171 111 12 —I — — — — — — — — — — — — — — — — — — — — — — — — — 11 SIDE PROPERTY LINE I _ 27'-3 9/16" TOP PLATE(45.03') 18'-0" TOP PLATE(35.73') i 0 I Q0 0 I I� MIS I , 10,-0„ 2ND F.F. - - - - - - - N 8'-10' TOP PLATE(26 56') I I I 0 I 00 I 0'-0" G.F.F.(17.73) 04 -AV&-OR-AD-E - - - POINTS OF IPXTURE -RIGHT SIDE(15.56') 114 NEW RESIDENCE J - - - - - - - - - - - - - - -- LI - - - I N I - - - -2'-8 3/16" - - - - - - - - - - - --Rol P1�4F�€P 1, - - - 15.05-LEFT SIDE(15.67') AVG. TOP OF CURB ' ( ) REAR ELEVATION_ADU & GARA4GE O 1 REAR ELEVATION -MAIN N HOUSceSE 02 LEFT ELEVATION 03 Scale: 1 /4"=1'-0' PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project No: Scale: 2023-25 1 /4"=1'0" ELEVATIONS A402 Sill KEYNOTES ❑� R13INSULATION ❑2 R21INSULATION �3 R38INSULATION ® R30 INSULATION CEMENT PLASTER SELF -FURRING LATH WATER RESISTANT BARRIER SHEATHING HEAD FLASHING MEMBRANE, LAP OVER WNDOW NALING FIN 2x4 PREMADE FOAM TRIM CASING BEAD.OVER FLASHING MEMBRANE AND WATER RESISTANT BARRIER BACKER ROD AND SEALANT WINDOW NOTE:NO FLASHING SHOWN IN THIS DETAIL SEE W3 FOR HEAD TYPE FLASHING DETALS. NOTE:ALTERNATE DETAL AT WINDOW HEAD WOULD BE METAL FLASHING MEMBRANE AT JAMB GOES BEHIND WINDOW FIN WINDOW BACKER ROD AND SEALANT CASING BEAD 2x2 PREMADE FOAM TRIM SILL FLASHING MEMBRANE INSTALLED UNDER WINDOW NALING FIN SHEATHING WATER RESISTANT BARRIER, LAP UNDER FLASHING MEMBRANE SELF -FURRING LATH CEMENT PLASTER J® FOUNDATION VENTIALTION CALCS FOUNDATION AREA 1348 SQFT 1348/150 8.99 x 144 1295 SQ. IN REQ. (20) FOUNDATION VENT @65 SQ. IN 1300 SQ. IN VENT NET FREE AREA BASED ON 14.5 IN X 7 IN FOUNDATION VENT. THE MINIMUM NET AREA OF VENTILATION OF OPENINGS SHALL NOT BE LESS THAN 1 SQ.FT. FOR EACH 150 SQ. FT. VENTILATION OPENINGS SHALL HAVE CORROSION RESISTANT WIRE MESH OR OTHER APPROVED METERIAL WITH 8" MIN. AND 4" MAX OPENING ECTION B 02 Scale- 114"=1'-0' LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project No: Scale: 2023-25 1/4"=110" SECTIONS SECTION C 03 Scale: 1/4"=1' 0' SECTION A 0 1 Scale: 1/4" 1' 0' A403 GENERAL NOTES PLANTING NOTES LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION 'C' REBAR AT PERIMETER AND OPENINGS AS SHOWN (TYP. ALL FOUR WALLS) 1. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE PROPOSED WORK PER CITY REQUIREMENTS. 2. CONTRACTOR SHALL VERITY ALL GRADES ON SITE, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WEATHERPROOFING AND UNDERGROUND PIPING BEFORE CONSTRUCTION BEGINS. 3. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITHIN THE RIGHT OF WAY. THIS WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP. 4. FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDING WATER. ALL HARDSCAPE SHALL HAVE A MINIMUM GRADE OF 2% UNLESS NOTED OTHERWISE. JUTE MESH EROSION CONTROL NETTING SHALL BE USED ON ALL 3:1 OR GREATER SLOPES & STAKED APPROPRIATELY. 5. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES BY INSTALLING TEMPORARY FENCING AROUND THE TREES AS CLOSE AS POSSIBLE TO THE DRIPLINE. IN THE EVENT THAT THE TREE ROOTS OVER 6" ARE DISCOVERED, THE DESIGNER IS RESPONSIBLE FOR LANDSCAPE DESIGN. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL, & OTHER ENGINEERING DRAWINGS & DOCUMENTS FOR WORK IN RELEVANT AREAS. 7. THE LANDSCAPE DESIGNER MAY MAKE SITE OBSERVATION DURING CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ON -SITE. 8. THIS PLAN IS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT IS CONCEPTUAL IN NATURE AND CAST IRON FRAME AND COVER q G L MAXIMUM OPENING SIZE 4" PIPE SIZE FLAT SLAB WITH 12" 0 CONCENTRIC OPENING USE NON —SHRINK GROUT FOR WATER —TIGHT PIPE q : <, CONNECTIONS AT GROUT OPENINGS .� (2" MIN. ALL AROUND) 4 :d "e 4 d a '4 • .. 4 < •t-: (TYP.) N CEMENT STABILIZED SAND #4 BASE AND WALL REBAR INVERT CHANNEL AT 6" O.C. EACH WAY SHAPED W/ 2,500 PSI SAND —CEMENT MORTAR (MIN. 1" PER 12" SLOPE) MAX. 4" PIPE SIZE 1. LANDSCAPE CONTRACTOR SHALL VERITY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. 2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST STANDARDS OF NURSERY STOCK. PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 3. PLANT MATERIAL CANNOT BE GUARANTEED DEER RESISTANT DUE TO CHANGING HABITS OF DEER. 4. ALL PLANTING AREAS SHALL BE COVERED WITH LAYER OF BARK MULCH TO MINIMUM DEPTH OF 2 INCHES, WITH A CHIP SIZE OF NO LESS THAN 1 INCH. A 2 INCH LAYER OF GREENWASTE MULCH UNDER THE BARK IS RECOMMENDED. 5. SOIL AMENDMENT SHALL BE USED AS NECESSARY. SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LARGER THAN 1 INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS ARE NOT PERMITTED IN TYPICAL NATIVE PLANT LANDSCAPE AREAS. 6. PLANTING HOLES SHALL GENERALLY BE 2X-3X THE SIZE OF THE ROOT BALL. THE WALLS AND BASES OF PLAN HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH 5% ORGANIC COMPOST & 95% EXISTING SOIL PLANTING HOLES OF NATIVE PLANT MATERIALS SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI, PER MANUFACTURER'S SPECS. 7. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA. POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN TRUNK AND STAKE. 8. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR AS NECESSARY. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NOTE: FINISH GRADE WITHIN 10 FT OF THE NEW STRUCTURE/ADDITION SHALL BE SLOPED A MINIMUM 5% AWAY FROM THE BUILDING. IMPERVIOUS SURFACES WITHIN 10-FT OF THE BUILDING FOUNDATION SHALL SLOPED A 2% AWAY FROM THE BUILDING. RESIDENTIAL STORM WATER TREATMENT: A. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS AND/OR PATIOS ONTO VEGETATED AREAS. b. CONSTRUCT DRIVEWAYS, AND/OR UNCOVRED PARKING LOTS WITH PERMEABLE SURFACE. c. DIRECT RAIN WATER RUNOFF ONTO VEGETATED AREAS.. V12 CHRISTY BOX OPEN GRATF DR OVERFL W 4 6" CONCRETE WALL 4 4"0 WATER PIPE WATER STOP. SEE CITY OF SAN JOSE DETAIL D-19 PROVIDE ROCKED BOTTOM USING 3/4" CRUSHED DRAIN ROCK 12" SEE PLAN FOR RIM ELEVATION 4. A. • CTI a y 4 L 4 , 4 84 a� 4 BAR @12"o.c, VERTIC L & LONG. TYP. d v N 4 CONTRACTOR TO DRILL 2 q < ROWS OF (2) 2" DIA, WEEPHOLES. I DRAIN ROCK TO BE LINED WITH 20-MIL HDPE WATER BARRIER ALONG VERTICAL EDGE WITH A 2" WRAP. 2 JUNCTION BOX DETAIL 1 BUBBLER BOX DETAIL Scale: NOT TO SCALE Scale: NOT TO SCALE TR ��' ,-S' ; - ., ^': - -,1, - ,r•. is ;4=.r, _ -��';.,'� - � '�a- _��:-�,';,;; ;`;-to-„:=!''�=�,• - - - -�' -=14�•'- - (N)ADU (390 SF) KEYNOTES (N) MAIN HOUSE MAILBOX r.; 1'-8" ❑2 (N) ADU MAILBOX & DETACHED GARAGE (227 SF) ; `a tY _ 1�" CD Y.12 L%'41.r ,�`; _ i.''1�x :t, ZY'.3 ,X- -�-,: �.• .• �. `f• . '-( ' ' % ' '•��( + + + + + �.,+++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + 1 ++++++++++++++ +++++ •+ z + + + + + + + + + + + + I'� + + + + + + +' + + + +(�L+/iitV�V + + + + + + + + .. + + + + + + t� + + + + + + + + + + 'd ICTION BOX, TYP. • E' ' t1' + _ + '• +� + + �4, �I`. '. CV 'd • 'a .^b} ' SE DETAIL 2 —..�••••� + �+ + '. ••. •'id. '• O + JIIr + + + + + + 'fie .' ,•d •... y .. +It +++++ + + + + + + + + +++++++'++ . d• ++++°+ d � 1 w _ 114 BAYSWATER AVE ` Q.:'..:'•.: • d �X� (N) TWO-STORY HOUSE +, �a,�+ a ,+. Lu W -I + + + +. + �:LU Z W!Y ++- +++ ••. + + + + + 1 q ud° ° °,. " •+ + + + ,; , •. 4. 'd BUBBLER 12° 18" + + PdIt�IXF�D ImIIOAN �F{$t + + + + + + + + + + + . , .. SEE DETAI 1 + + + + + + .• + + + + + + + + + + + + + + + + + +('N �D IMIIftXtGAN + F $B1_IlE Q'a• ' .',d; CV +,+ + + + + + ..... + + + + + + + + + + + � +++_ + AWN +++ +++ ++++ AWN ++ +'++ Z. + + + + + + + + + + + + + + + + + + + + + + + + + .•e�•, BAYSWATER AVENUE Al LANDSCAPE PLAN O 1 Scale: 1 /8"=V-0' N CONCRETE DRIVEWAY INSTALL SOD BETWEEN CONCRETE RECTANGLES, AND GRADE THE CONCRETE AREA SO RUNOFF FLOWS TOWARD THE LANDSCAPING. 114A FRONT ELEVATION OF ADU MAILBOX ADDRESS NUMBER WITH A MINIMUM OF ONE-HALF INCH ('/2") STROKE BY SIX INCHES (6") HIGH PLANTER SCHEDULE # ITEM SIZE 1 DWARF PITTOSPORUM 5 GALLON 2 MAGNOLIA LITTLE GEM 24" BOX MIN 3 DWARF PITTOSPORUM 'GRANDIFLORA' 5 GALLON address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: 1/8"=11 011 LANDSCAPE PLAN Ll 00 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmaiI.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 Rev. Date Issue Project No: 2023-25 Scale: 1/4"=1'-0' POST -CONSTRUCTION IMPERVIOUS AREA CALCULATION L200 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS CMNTS RESPONSE RESPONSE C3 C4 05-30-2024 06-25-2024 Rev. Date Issue Project No: Scale: 2023-25 NA T24-1 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 CMNTS RESPONSE C2 05-17-2024 CMNTS RESPONSE C3 05-30-2024 CMNTS RESPONSE C4 06-25-2024 Rev. Date Issue Project No: Scale: 2023-25 NA T24-2 LOGIC HOME DEVELOPMENT INC. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 1 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 GENERAL INFORMATION 03 Project Name 114 Bayswater ADU 02 Run Title Title 24 Analysis 03 Project Location 114 Bayswater Ave 04 City Burlingame, CA 05 Standards Version 2022 06 Zip code 94010 07 Software Version CBECC-Res 2022.3.0 08 Climate Zone 3 09 Front Orientation {deg/ Cardinal) 140 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 1 14 Addition Cond. Floor Area {ft2) 0 15 Number of Stories 1 16 Existing Cond, Floor Area {ft) n/a 17 Fenestration Average U-factor 0.45 18 Total Cond. Floor Area (ft2) 388 19 Glazing Percentage {%) 30.85% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit: No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 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. 03 This building incorporates one or more Special Features shown below Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Ener Efficient Ratin Services CHEERS usin information a loaded b third a ties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y gY Y, g ( 1 9 A Y P Po . and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 2 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency' EDR (EDR2efficiency) Tota12 EDR (EDR2total) Source Energy (EDR') Efficiencyl EDR (EDR2efficiency) Tota12 EDR (EDR2total) Standard Design 43.8 44.2 64.5 Proposed Design 43.3 43.2 64 0.5 1 0.5 RESULTS: PASS 'Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded • Standard Design PV Capacity: 0.00 kWdc Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE. This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CF1R-PRF-03-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 4 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time- 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_00.ribd22 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr) Proposed Design (kBtu/ft2 - yr) Compliance Margin (kBtu/ft2 - yr) Margin Percentage Gross EUI' 39.99 38.72 1.27 3.18 Net EU12 39.99 38.72 1.27 3.18 Notes 1. Gross EUI is Energy Use Total (not including PV) /Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED PV SYSTEMS 01 02 03 04 0S 06 07 08 09 10 11 12 DC System Size Exception Module Type Array Type Power Electronics CFI Azimuth Tilt Array Angle Tilt: (x in Inverter Eff. Annual Solar Access (kWdc) (deg) Input (deg) 12) (off+) (%) 0 Standard(14-17%) Fixed none true n/a n/a n/a n/a n/a 1EQUIRED SPECIAL FEATURES the following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • PV exception 2: No PV required when minimum PV size (Section 150.1(c)14) < 1.8 kWdc (0 kW) • Exposed slab floor in conditioned zone • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed AERS 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 • Indoor air quality ventilation • Kitchen range hood + Verified heat pump rated heating capacity Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE. This document has been generated b California Home Ener ENi6enc Ratin Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y gY Y. 9 (CHEERS) 9 P Y P Po and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 CF1R-PRF-01-E (Page 3 of 11) ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR') (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDWft2 -yr) Proposed Design Source Energy (EDR') (kBtu/ftz -yr) Proposed Design TDV Energy (EDR2) (kTDV/ftz -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 2.03 9.21 3.39 24.42 -1.36 -15.21 Space Cooling 0.13 12.64 0.12 12.16 0.01 0.48 IAQ Ventilation 0.52 5.62 0.52 5.62 0 0 Water Heating 5.47 59.43 3.79 42.68 1.68 16.75 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 8.15 86.9 7.82 84.88 0.33 2.02 Photovoltaics 0 0 0 0 Battery 0 0 Flexibility Indoor Lighting 1.52 15.76 1.52 15.76 Appl. & Cooking 12.49 85.86 12.45 85.52 Plug Loads 9.26 98.48 9.26 98.48 Outdoor Lighting 0.24 2.3 0.24 2.3 TOTAL COMPLIANCE 31.66 289.3 31.29 286.94 Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 5 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114-Bayswater-ADU v30.ribd22 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area {ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of ventilation Cooling Systems Number of Water Heating Systems 114 Bayswater ADU 388 1 1 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Status House Conditioned HVAC new 388 10.8 DHW new New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window and Door Area (ft2) Tilt (deg) Wall-n-F House Wall new 140 Front 252 95.055 90 Wall-n-L House Wall new 230 Left 133 18.35 90 Wall-n-B House Wall new 320 Back 252 0 90 Interior Wall-n to Garage House»Garage Wall Int new n/a n/a 113 18.8 n/a GWall-n-F Garage Wall Gar 140 Front 140 63 90 GWall-n-L Garage Wall Gar 230 Left 63 0 90 GWall-n-B Garage Wall Gar 320 Back 88 0 90 GWall-n-R Garage Wall Gar 50 Right 160 0 90 OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Area (ft)Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Cathedral-n 1 House Ceiling cath new 320 Back 194 6.3 12 0.1 0.85 No Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained ih this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 7 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab On Grade-n House 388 75 none 0 0% No G51ab On Grade-n Garage 216 50 none 0 0% No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Total Cavity Interior / Exterior Construction Name Surface Type Construction Type Framing R-value Continuous U-factor Assembly Layers R-value Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Wall new Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-13 None / None 0.093 Sheathing / Insulation: Wood Siding/sheathing/decking Exterior Finish: 3 Coat Stucco Wall Gar Exterior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R-0 None / None 0.387 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Roofing: Light Roof (Asphalt Shingle) Wood Framed Roof Deck: Wood Ceiling cath new Cathedral Ceilings Ceiling 2x10 @ 24 in. 0. C. R-30 None / None 0,035 Siding/sheathing/decking Cavity / Frame: R-30 / 2x10 Inside Finish: Gypsum Board Roofing: Light Roof (Asphalt Shingle) Wood Framed 2x4 Top Chord of Roof Truss Roof Deck: Wood Ceiling cath Gar Cathedral Ceilings Ceiling @ 24 in. 0. C. R-0 None / None 0.494 Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Top Chrd Inside Finish: Gypsum Board CFIR-PRF-01-E (Page 6 of 11) OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Area (ft2) Skylight Area (ft) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Cathedral-n 2 House Ceiling cath new 140 Front 194 0 12 0.1 0.85 No GCathedral-n 1 Garage Ceiling cath Gar 320 Back 86 0 12 0.1 0.85 No GCathedral-n 2 Garage Ceiling cath Gar 230 Left 65 0 12 0.1 0.85 No GCathedral-n 3 Garage Ceiling cath Gar 230 Left 65 0 12 0.1 0.85 No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 30 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. (ft)Area U-factor Source U-factor SHGC SHGC Source Exterior Shading Wind-n-A3 Window Wall-n-F Front 140 2.5 4.67 1 11.68 0.45 NFRC CA NFRC Bug Screen Wind-n-A2 Window Wall-n-F Front 140 5 4.67 1 23.35 0.45 NFRC 0.4 NFRC Bug Screen GIDoor-n-E2 Window Wall-n-F Front 140 9 6.67 1 60.03 0.45 NFRC 0.4 NFRC Bug Screen Wind-n-Al Window Wall-n-L Left 230 5 3.67 1 18.35 0.45 NFRC 0.4 NFRC Bug Screen Skylights-n SkylighttCathedral-n 1 Back 320 1 6.3 0.45 NFRC 0.4 NFRC OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft) U-factor Door-n Interior Wall-n to Garage 18.8 0.5 Garpoor-n-E7 GWall-n-F 63 1 Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE; This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 8 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior/ Exterior Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers R-value R-value Inside Finish: Gypsum Board Wall Int new Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-13 None / None 0.092 Cavity / Frame: R-13 / 2x4 Other Side Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating Compact HERS Verification Water Heater System Distribution Name {#) DHW new Domestic Hot Standard WH HP 1 n/a None n/a WH HP (1) Water (DHW) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal) NEEA Heat Pump NEEA Heat Pump Tank Location Duct Inlet Air Source Duct Outlet Air Source Brand Model XE50T10H45U0 (50 WH HP 1 50 Rheem gaI,JA13) TankZone Garage Garage CF1R-PRF-01-E (Page 9 of 11) WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution T Compact Distribution Recirculation Control Shower Drain Water Heat Recovery Y DHW new-1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Cooling Unit Name Cooling Equipment Fan Name Distribution Name Required Count Count Thermostat Type HVAC new Heat pump MiniSplit HP 1 MiniSplit HP 1 n/a n/a Setback heating cooling HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Heating Cooling Name System Type Number of Zonally Compressor HERS Verification Heating HSPF/HS Cooling SEER/SE EERJEER Units Efficiency PF2/COP Cap 47 Cap 17 Efficiency ER2 2/CEER Controlled Type Type Type MiniSplit HP Ductless MiniSplit 1 HSPF2 7.5 10000 8000 EER2SEER2 14.3 11.7 Not Zonal Single MiniSplit HP Speed HP-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified Heating Verified Heating SEER/SEER2 Charge HSPF/H5PF2 Cap 47 Cap 17 MiniSplit HP-hers-htpump Not Required 0 Not Required Not Required No No Yes Yes DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: NA Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Ener Efficient Ragn Services CHEERS using information uploaded b thirdparties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y g (CHEERS) 9 A Y P Po and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE., This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE: This document has been generated by California Nome Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 T24-3 LOGIC HOME DEVELOPMENT INC. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 10 of 11) Project Name: 114 Bayswater ADU Calculation Date/Time: 2024-04-08T16:47:51-07:00 Calculation Description: Title 24 Analysis Input File Name: 114_Bayswater_ADU_v30.ribd22 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Fan Efficacy Includes IAQ Recovery Includes Fault Dwelling Unit Airflow (CFM) (W/CFM) IAQ Fan Type Heat/Energy Effectiveness Indicator Display? HERS Verification Status Recovery? SRE/ASRE SFam IAQVentRpt 26 0.35 Exhaust No n/a / n/a No Yes Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 CF1R-PRF-01-E (Page 11 of 11) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Igor Pichko lr PLchCd- Company: Signature Date: Energy Consult LLC 04J09/2024 CABEC Address: CEA/ HERS Certification Identification (If applicable): 1252 W 22nd St Unit #2 R19-14-30005 California Association of Buildin Ener Consultants City/State/Zip: Phone: San Pedro, CA 90731 4242477658 RESPONSIBLE PERSON'S DECLARATION STATEMENT certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 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 are 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 permit application. Responsible Designer Name: Responsible Designer Signature: Yunyun Jiang yM'y1 yi✓WI1 T Company: Date Signed: Logic Home Development 04/11/2024 Address: License: 274 Redwood Shores Pkwy, STE 318 1082756 City/State/Zip: Phone: REDWOOD CITY, CA 94065 6507973999 Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Regutrahon Provider responsibility for the accuracy of the information. Registration Number: 424-P010061729A-000-000-0000000-0000 Registration Date/Time: 04/11/2024 10:43 HERS Provider: CHEERS NOTICE. This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-08 16:48:07 Schema Version: rev 20220901 DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797. 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: NA T24-4 2022 Single -Family Residential Mandatory Requirements Summary ,11;, � UP, NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Bu ildina Envelooe: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or § 110.6(a)1: less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 10111.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from § 110.6(b): Tables 110.6-A, 110.6-13, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be § 110.7: caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services BHGS . § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the § 110.8(i): roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area -weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling, or area -weighted average § 150.0(a): U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area -weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration* asspecified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(f): without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2. all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have § 150.0(q): a maximum U-factor of 0.45; or area -weighted average U-factor of all fenestration must not exceed 0.45. Firenlaces_ Decorative Gas Annliances_ and Gas Loa_ § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)l : Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control. * Space Conditionina. Water Heatina. and Plumbina System: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other § 110.0-§ 110.3: regulated appliances must be certified by the manufacturer to the California Energy Commission. § 110.2(a). HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 110.2(b): heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone, and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Thermostats. All heating or cooling systems not controlled by a central energy management control system (El must have a § 110.2(c): setback thermostat. * Insulation. Unfired service water heater storage tanks and soar water -heating backup tanks must have adequate insulation, or tan 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittin s on both cold and hot water lines to allow forflushing the water heater when the valves are closed. 5/6/22 2022 Single -Family Residential Mandatory Requirements Summary § 150.0(k)1 G: Screw based luminaires. Screw based luminaires must oontain lamps that comply with Reference Joint Appendix JA8. * Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1 R elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required § 150.0(k)l1: to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaustfans must be controlled separately from lighting systems. * Accessible Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 150.0(k)2A: on and off. * Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed § 150.0(k)2B: to comply with § 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, § 150.0(k)2D: occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- § 150.0(k)2F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in theses aces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling -installed lighting, Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to § 150.0(k)3A: other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 § 150.0(k)4: watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5. applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4,140.6, and 141.0. Solar Readiness - Single -family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the § 110.10(a)l: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 11 0.10b - e . Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)lA: square feet each for buildings 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 building and have a total area no less than 250 square feet. § 110.10(b)2: Azimuth. All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300' of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: mounted equipment. Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for § 110.10(b)4: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service, and for single-family residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 110.10(d): provided to the occupant. § 110.10(e)l: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole § 110.10(e)2: circuit breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric." a2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances § 110.5: (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters.* Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)T Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual, or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 1 %0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the § 1%0(h)313: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 150.0 ' l piping must be insulated asspecified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipmenf 150.0 2: § �) maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping 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 buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5' x 2.5' x 7' suitable for the future installation of a heat pump water heater, and meet electrical and § 150.0(n)1: plumbing requirements, based on the distance between this designated space and the water heater location, and a condensate drain no more than 2" higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110,8(c1l contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/3MAC NA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition_ Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. § 150.0(m)l: The combination of mastic and either mesh or tape must be used to seal openings greater than %d', If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, § 150.0(m)3. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)8: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. § 150.0(m)9. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover), Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 § 150.0(m)12: or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 5/6/22 2022 Single -Family Residential Mandatory Requirements Summary Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection § 150.0(s) equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within T of the main panelboard, with raceways installed between the painelboard and the switch location to allow the connection of backup ower source. Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated § 150.0(t) unobstructed 240V branch circuit wiring installed within 3' of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed § 150.0(u) 240V branch circuit wiring installed within 3' of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as "240V ready," and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." § 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include. A dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." *Exceptions may apply. 2022 Single -Family Residential Mandatory Requirements Summary Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must § 150.0(m)13: be >_ 350 CFM per ton of nominal cooling capacity, and an air -handling unitfan efficacy <_ 0.45 watts per CFM for gas furnace air handlers and <_ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow, >_ 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy < 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, § 150.0(o)l: Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)l. * Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- § 150.0(o)l B: dwelling unit ventilation airflow required per §150.0(o)1 C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)l Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with 150.0 0 1 C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses . Single-family detached dwelling units, § 150.0(o)1 C: and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)l Ci-iii. § 150.0(o)1 G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand - controlled exhaust system meeting requirements of §150.0(o)1 Giii,enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting §150.0(o)l Giii-iv. Airflow must be measured by the installer per §150.0(o)l Gv, and rated for sound per 150.0 0 1 Gvi. * § 150.0(o)1 H&I: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)l C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole -Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow, rate required by §150.0 0 1C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1 G Pool and Sna Svstems and Eauioment: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following. compliance § 110.4(a): with the Appliance Efficiency Regulations and listing in MAEDbS; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting, a permanent weatherproof plate or card with operating instructions, and must not use electric resistance heating. * Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110.4(b)1: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time § 110.4(b)3: switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump § 150.0(p): sizing, flow rate, piping, filters, and valves. Liahtina: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: requirements of § 110.9. * § 150.0(k)lA: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers, navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per waft. § 150.0(k)l B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. 150.0 k 1 C: § () Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1 D: elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1 E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fanspeed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust * § 150.0(k)l F: hoods) must meet the applicable requirements of § 150.0(k). 5/6/22 LOGIC HOME DEVELOPMENT INC. DESIGN I CONSTRUCTION address. 274 Redwood Shores Pkwy STE 318 Redwood City CA 94065 phone. 650 . 797 . 3999 email. logichomeinc@gmail.com 114 NEW RESIDENCE AND ADU 114 BAYSWATER AVE BURLINGAME, CA 94010 APN: 029 284 160 PROJECT OWNERS: ROCKWOOD HOME DEVELOPMENT ADDRESS: 274 REDWOOD SHORES PKWY STE 318 REDWOOD CITY CA 94065 EMAIL: QUINN.YE.SF@GMAIL.COM PHONE: 650. 797. 3999. DESIGN REVIEW 12-22-2023 CMNTS RESPONSE C1 04-07-2024 Rev. Date Issue Project No: 2023-25 Scale: NA Electric and Energy Storage Ready: 5/6/22 1 5/6/22 T24-M