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Home My WebLink AboutReso - PC - 2024-05.28-9DDocuSign Envelope ID:•'P�C17OC6E-ACF3-4EO5-AOEA-194E94DE8274 RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME. CA 94010 2024, 041699 2: i:1 p!n 08/0712024 RI Fee: NO FEE Count of PaaPs 4 Recorded in Dfficia' Records County of San Mateo Mark Church Assessor -County Clerk-RecorJer 1E 1111111 IE� 111 �I" 1111 11 i,I 111 11111i,11 I 111 *$ R 0 0 0 3 4 8 9 4 8 0 b* Resolution No. 2024-05.28-9D 1915 CARMELITA AVENUE APN 026-185-100 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 file in my office. Date: June 7, 2024 Ruben Hunn. intenm Commun 0 ''HOC• 3'"�'�. `' � I� �' ,b V"?AITEV JUNE �/I RESOLUTION APPROVING CATEGORICAL_ EXEMPTION AND AMENDMENT TO 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 an Amendment to Design Review for as -built changes to a previouslY aPproved first and second story addition to an existing single -unit dwelling at 1915 Carmelita Avenue, zoned R-1 Anthony and Gail Mosse Property owners APN:026-185-100: WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on May 28, 2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per Section 15301 (e)(1) of the CEQA Guidelines. which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition are exempt from environmental review, is hereby approved. 2. Said Amendment to Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Amendment to 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 recorded in the official records of the County of San Mateo. i hairperson T- Secretary of the Planni Commi sion of the City of Burlingame, do hereby certify that the foregoing resolution was intro/ ntro aced and adopted at a regular meeting of the Planning Commission held on the 28th day of May, 2024 by the following vote: 1915 CARMELFTA AVE- RESO 2024-05.2"D AYES: COMAROTO, LOWENTHAL, PFAFF, SCHMID, SHORES NOES: NONE ABSENT: HORAN RECUSED:TSE Secretary EXHIBIT "A" Conditions of Approval for Categorical Exemption and Amendment to Design Review 1915 Carmelita Avenue Effective June 7, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped November 22, 2022, and May 16, 2024 sheets Al through A7 and SP1; 2. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 3. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit: 4. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 5. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with ail the regulations of the Bay Area Air Quality Management District; 6. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; 7. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 9. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: EXHIBIT "A" Conditions of Approval for Categorical Exemption and Amendment to Design Review 1915 Carmelita Avenue Effective ,tune 7, 2024 Page 10. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; and 11. 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. SITE DRAINAGE NOTE PARKS DEPARTMENT PUBLIC WORKS NOTES SITE PLAN KEYNOTES 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM 1. CONTRACTOR TO PROTECT STREET TREES DURING 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 1. LINE OF EXISTING RESIDENCE. AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC CONSTRUCTION. CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT 2. LOCATION OF EXISTING WATER METER. CHANGE METER MOSSE WORKS REQUIREMENTS. TIE ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) WORK IF AREAS ARE REQUIRED TO BE ALTERED. AND SIZE IN ACCORDANCE TO NEW FIRE PROTECTION LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710, THE SIDEWALK AND CURB IS REQUIRED TO HAVE CITY PERMIT. REPLACED AND REMOVAL PERMIT FROM THE PARKS DIVISION. SEWER BACKWATER WORKS AND FIRE DEPARTMENT REQUIREMENTS. MIN. 1" REPAIR AS REQUIRED PER DETAILS ON SHEET PWA AND PW.2 Q METER. RESIDENCE 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. (ANY NEW FIXTURE, INCLUDING 3. LOCATION OF EXISTING GAS METER Q 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. RUBBER TIES OR STRAPS. OUTDOOR KITCHEN WITH SINK, RELOCATION OF EXISTING FIXTURES ETC.) A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO 4. LOCATION OF EXISTING 100AMP ELECTRICAL PANEL 3. CONFIRM THAT THE STORM WATER FROM THE NEW IMPERVIOUS AREAS FINAL OF THE BUILDING PERMIT. THIS TEST WOULD REQUIRE AN ENCROACHMENT PERMIT SINCE THERE IS POTENTIALLY WORK WITHIN THE PUBLIC RIGHT AND METER TO BE UPGRADED TO 400 AMP IS CONTAINED WITHIN THE SITE Q 1 OF WAY 5. NUMBERS AND ADDRESS SHALL BE PLACED ON ALL NEW & EXISTING BUILDING IN SUCH A POSITION AS TO BE 4) SEE SHEET PWA FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS PLAINLY VISIBLE AND LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. CONTRAST WITH THEIR BACKGROUND, SHALL BE A MINIMUM OF ONE-HALF INCH STROKE BY FOUR INCHES 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A HIGH, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY 1915 CARMELITA AVE. ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL ILLUMINIATED IN ALL NEW CONSTRUCTION, ALTERATIONS AVERAGE FRONT SETBACK OF THE BUILDING PERMIT. OR REPAIR OF EXISTING CONSTRUCTION. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY BURLINGAME, CA AVERAGE FRONT BLOCK SETBACK ON BERNAL AVE= 7) Construction hours in the City Public right-of-way are limited to weekdays and non -City Holidays between 8:00 a.m. and 5:00 p.m. for all activities (including hauling). SWITCHABLE. CITY OF BURLINGAME MUNICIPAL CODE 38.8' PER SURVEY. Q 18.08.010. 2019 CBC 502.1 8) 5. All water lines connections to city water mains for services or fire line protection are to be installed per city standard procedures and material specifications. Contact the 6. EXISTING DIRECTION OF SITE DRAINAGE WITH POSITIVE city Water department for connection fees. If required, all fire services and services 2" and over will be installed by builder. All underground fire service connections shall be FLOW TO STREET FRONTAGE AND STORM DRAIN. submitted as se arate Under round Fire Service permit for review and approval. 7. EXISTING MAIN LATERAL FROM METER TO RESIDENCE. UPGRADE AS REQUIRED BY FIRE PROTECTION CALCULATIONS 8. NEW LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. 9. NEW PERIMETER ONSITE 4" DRAINAGE LINE AT NEW ADDITON WITH POSITIVE FLOW TO EXISTING ONSITE te DRAINAGE LINE. I i 10. LINE OF AVERAGE FRONT BLOCK SETBACKinSi 11. TIE NEW ROOF DOWNSPOUT AND BOOTH WITH 1" LANDS OF MCMILLAN GAP TO EXISTING ONSITE DRAINAGE LINE PARCEL A 12. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION (36-PM-042) INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE APN:026-185-090 EQUIPPED WITH A RACEWAY, WIRING, RECEPTACLE, AND architecture • design • interiors HOUSE 1030 BERNAL AVENUE ELECTRICALCAPACITY TO THE EV CHARGING STATION. A FOOTPRINT MINIMUM 208V/240V, 40 AMP CIRCUIT WITH RECEPTACLE LABELED "EVVEHICLE OUTLET" OR, ELECTRICAL VEHICLE 21'-112 57.3 SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. WOOD 13. NEW 4" SANITARY SEWER LATERAL WITH CLEAN OUT WOOD 16 rn 57.3 57.1 SERVICE POLE PER PUBLIC WORKS REQUIREMENT. SEE SHT.PW.1 PRIVACY FENCE N 14. PROVIDE STRAW WATTLE AT FRONT OF PROPERTY FOR 1534 PLAZA LN . #318 WOOD N.G.=56.00' i� o A.N.G.=56.65' N.G.=57.30' T.C.=57.10' MANAGEMENT OF STORM WATER DRAINAGE DURING UTILITY POLE a S 34°56'00" W 120.15' _ _ _ _ CONSTRUCTION. REFER TO BMP.1 FOR ADDITIONAL BURLINGAME, CA 94010 57.6 X X 57.5 5 . PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. 55.8 m 03 PROTECTION OF CREEK OR STORM DRAIN INLETS, (650) 235-9566 tel. 56.3 X 57.0 �-�� SANITARY SEWER MANHOLE C l D o PERIMETER CONTROLS, PROTECTIONS FOR - IN CONCRETE PAD I CREPE 0 z mO6 i 3 14 29 MOEASURESTION ACCESS POINTS, AND SEDIMENT CONTROL (650) 235 9569 fax ¢ ----------------------------- cfl- -------------------------- MYRTLE r---------------------------------------------- --� - m PW 3 I 15. EXISTING LANDSCAPE TO REMAIN AS IS. TREE ? / o \� 16. EXISTING 6'-0" HIGH WOOD FENCE + IVY TO REMAIN. . I ,� O o C PRI ACY ENCE WOOD 19 LIP OF 17. AREA OF SINGLE STORY ADDITION SHOWN SHADED BUILDING SUBMITTAL. 02-22-2023 w 07 o0 15 p GUTTER 18. NO STRUCTURE SHALL BE BUILT INTO CITY'S I p GRASS 000 1 W RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW, 55.8 Ni1z w CONCRETE SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, BUILDING SUBMITTAL: 05-03-2023 X 56.1 10 m 56.8 H AND MAILBOX. SHOW ON SITE PLAN, DIMENSION FROM 7 S� 8"0 56.6 X 57.0 X Ni1 7 o PROPERTY LINE TO FACE OF CURB. CREPE TREE 0 19. PROVIDE RIP RAP AT ALL GUTTER CATCH BASINS 0 BUILDING SUBMITTAL. 06-05-2023 g� MYRTLE TREEi 15 DRIPLINE 57.0 AND ALL AREAS ADJACENT TO NEIGHBORING 1 3 PROPERTIES. ALL MEASURES TO BE IN ACCORDANCE SUPANICH TRUST AMENDMENT: 03-25-2024 PTN. LOT 1 0� PW.3 16 TO BMP.1 (33-LLS-010) BUILDIDE NG 9 2Q 17 26 9 p 20. AREA OF SECOND STORY ADDITION SHOWN HATCHED APN: 026 185 010 SETBACK O 11 O 20 1901 CARMELITA AVENUE 33 33 N) 2ND FLOOR 21'-6" U 21.ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS (E) 24"0 a PLACEMENT OF DEBRIS BIN IN STREET, WORK IN 16 55.9 _ BIRCH -----OVERHEAD SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY 567 56.9 TREE UTILITY LINES 56.3 X 56.4 EASEMENTS, IS REQUIRED TO OBTAIN AN CONCRETE WALK{NAY 57.4 ENCROACHMENT PERMIT PRIOR TO STARTING WORK. (E) REAR SJB. TO 1ST + 2ND FLOOR 3T-71" 33 (- Z CONCRETE WALKWAY I U PORTA POTTYD S ARE NOT ALLOWED TO BE PLACED IN 2 L GATE I z THE CITY RIGHT-OF-WAY. 34 AD _ _ _ _ _ _ _ _ _ _ _ -56.9 r STEP M,A 4 I 25 1 22. NEW LOCATION FOR FIRE RISER FOR FIRE OVERHEAD o As 56.1 X / / 22 �w PROTECTION. COORDINATE WITH DESIGN BUILD/ UTILITY LINES C I Q Q HOUSE SLIDING DOOR / // / qpR FOOTPRINT F.F. EL 57.51 /��/� 7. 33 ) FRONTH S.B. TO (E) 1 ST + 41 O FIRE PROTECTION COMPANY FOR ALL NECESSARY CO / off Q o (N) � O a U MAIN WATER LINE FROM CITY METER. REFER TO / ND FLOOR 2T,' 6 1/2" O li 0 +� A.T.C.=57.15' u W p 1 1 56.3 0 /� A.N.G.=57.15' 1 -0� Ca APPROVED FIRE PROTECTION PLANS � SEE SHEET PW.1 Ln J � I 56.3 PALM = J //�� 4i U w 23. CONTRACTOR TO VERIFY WITH PUBLIC WORKS Q L Z DRIPLINE w ////� �J �� 8"0 TREE 24 FOR REQUIRED WATER LINE FROM CITY MAIN LATERAL W �� /� m O TO METER.. OBTAIN ALL NECESSARY PERMITS FOR ALL O J I "////�/ ��/ w= I w WORK PERFORMED IN CITY RIGHT AWAY. SPA - RIDGE EL. 86.5±j// / // o 5� rA / o 24. EXISTING STREET TREES TO REMAIN AND PROTECTED. IL LE CLERC MOSSE L //1 1 L25. ANY DAMAGED SIDEWALK CURB AND GUTTER 1 �� 56.1 AR & GM TRUST �/ GARDEN z I 57.{� O DURING CONSTRUCTION WILL BE REPAIRED. AN I \� PARCEL B AREA I ;, INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR POOL (36-PM-042) �1 RIDGE EL. 76.3± TP 3 15' WIDE z WILL DETERMINE THE LIMITS OF SIDEWALK, CURB, (E) APN:026 185 100 - BUILDING z } a GUTTER REPAIRS POST CONSTRUCTION. PRIVACY WOOD1 30 • PALM 1915 CARMELITA AVENUE SETBACK Uj L O 26. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, 1 FENCE 1 TREE 9,732± SQUARE FEET > 0 AND/OR PATIOS ONTO VEGETATED AREAS. SEE DETAIL FRONT DOOR WOOD QLD 1, SHEET PW.3 F.F. EL 57.5± PRIVACY FENCE J 27. DIRECT RUNOFF FROM DRIVEWAYS AND/OR LU LU 1 POOL DECK 7.0 (E) FRONT S.B. TO z 2 Q UNCOVERED PARKING LOTS ONTO VEGETATEDAREAS.10, rG 9 WIDE (AGGREGATE) -� GARAGE DOOR 33 2 1iST FLOOR 21' 62" LU o zQ 28. LOCATION OF EV LEVEL 1 READY SPACE: A PARKING 0 �` Gb W ¢ SPACE EQUIPPED WITH A RACEWAY, WIRING, 70 8 ��IHF F.F. EL 56.9± i g � __ 56.2 N, w-27so GATE i p mi d RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV z r I PW.2 6•8 6. 57.1 57.4 g� CHARGING STATION. A MINIMUM 110V, 20 AMP CIRCUIT AEss w --CO� GRASS ? WITH RECEPTACLE LABELED "EV VEHICLEOUTLET" OR, tl C --------1--------------- - 5 12 �w D ELECTRICAL VEHICLE SUPPLY EQUIPMENT. I 56.3 1567.37,�-O- i -f� I13 L---------------------- ------�1szo 22 ?------ -- - -------------- -- -- -- - - -- �-�----J 3 � 1 \� � � Ri 29 A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND w O o 33 PW.2 n W 33 Q RE m cn 19 SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER I z Q PW.3 34 15 34 Q 6 o m c+ r^- GATE 2 � r * � 15 IV W 00 14 LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL w W n Z m NI1 I 57.1 T.C.=57.20' WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES SHEET TITLE N.G.=55.70' 55.7 T 56.0 A.N.G.=56.35' ■ N.G.=57.00' 57.2 OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD c� _ _ _ _ S 34'56'00" W 120.15' _ _ _ _ _ _ _ 57 2 PROCEDURES AND SPECIFICATION, (4) ANY OTHER UNDERGROUND -- -- - -- SITE PLAN � U UTILITY WORKS WITHIN CITY'SRIGHT-OF-WAY. rN 54.8 X� I 55.2 U 2 55.8 56.5 57 0 O a O 57.4 CONNBCRETE 30. (E) REMOVABLE MESH FENCING THAT MEETS C3- UToN WATER 25 16 _� Y Q w m r w � C' CONCRETE SIDEWALK AMERICAN SOCIETY FOR TESTING AND MATERIALS ASTM U � a �� SPECIFICATIONS F2286 STANDARDS IN CONJUNCTION METER o Cr - 'o a a a ESQ 55.1 � Oa Gb a 56.4 56.9 0 QP WITH AGATE THAT IS SELF CLOSING AND SELF LATCHING PW.2 T.C.=54.00' T 0 � 18 21 w 00 `° A.T.C.=55.60' DRIVEWAY O AND CAN ACCOMMODATE A KEY LOCKABLE DEVISE TO w 1s7o 2 55.0 "U N 56.3 56.8 �7.2 REMAIN. (E) EXIT ALARMS ON THE PRIVATE SINGLE PROJECT #: 202222 54.6 p .=57.20' FAMILY HOMES DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL OR SPA. THE EXIT ALARM MAY CONCRETE w � o 0 CAUSE EITHER AN ALARM NOISE OR A VERBAL DRAWN BY: 23 CURB U LIP OF WARNING, SUCH AS A REPEATING NOTIFICATION THAT 5"0 CREP GUTTER 5'0 OAK DATE: 2-22-2023 24 24 24 6" TREE OAK Q� TREE ig 19 MYRTLE TREE TREE "THE DOOR TO THE POOL IS OPEN" TO REMAIN SCALE PER SHEET 31. AT (N) MAIN ELECTRICAL SERVICE A SURGE PROTECTOR IS REQUIRED FOR ALL SERVICES SUPPLYING DWELLING UNITS PER 2022 CEC 230.67 ALL CURB GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SFIALL BE REPLACED PER CITY OF BURLINGAMES PUBLIC WORKS REQUIREMENTS AND SHEETS PW.I, 2 32. AT (N) 400 AMP MAIN SERVICE WILL BE ENERGY STORAGE SYSTEMS (ESS) READY AND HAVE A 225 AMP 29 BUS BAR. 2022 CALIFORNIA ENERGY CODE 150.0(s). DRAWING NUMBER -ANSANIHORE SEWER - - - - CARMELITA SIGHT-o WAVENUE - - - - - - - - - - - - AY 33. DIRECTION OF STORM WATER FROM DOWNSPOUTS THAT DISSIPATE ACROSS THE EXISTING LANDSCAPE AND PLANTER BEDS 34. DIRECTION OF POOL DECK SLOPE TO DIRECT WATER FLOW VIA GRAVITY TO FRONT AND BACKYARD Q LANDSCAPE AREAS SITEPLAN SCALE 1/8"=V-0" WALL LEGEND FLOOR PLAN KEYNOTES 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE. PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE. SHOWN DASHED. NOTE: EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION (2019 CBC, TABLE 602. EXISTING TO REMAIN EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH BATTEN BOARD SIDING WITH BATTENS 16" O.C. 0/ TYVEX 0/ PLYWOOD. MINIMUM R-15INSULATION. INTERIOR WALL: 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY WITH STONE VENEER 0/ SCRATCH COAT CEMENT PLASTER 0/ LATH 0/ 2 LAYERS OF GRADE 'D' BUILD. PAPER OR TYVEX 0/ PLYWOOD. ABBREVIATIONS S.C. SOLID CORE H.C. HOLLOW CORE S.P. SATIN PAINT S.W. STAINED WOOD WD WOOD VIN VINYL AL ALUMINUM AL/WD ALUMINUM CLAD IO DOOR AND WINDOW SCHEDULE KEY DOOR/WINDOW TRIM HARDWARE NOTES/ SILL HT. REMARKS SIZE (wxH) DESCRIPTION TYPE FINISH MATL TYPE FINISH 1 8'6" X 8'0" D AUWD WD WD S.P. LOCKSET TEMPERED GLASS 2 2'8" X 6'8" C WD WD WD S.P. PKT. DR. PULL SINGLE LITE, TEMPERED GLASS 3 2'8" X 6'8" C WD WD WD S.P. PKT. DR. PULL 4 (R) 2'8" X 6'8" A WD WD WD S.P. RELOCATED FROM LAUNDRY ROOM 5 (R) 2'4" X 6'8" WD WD WD S.P. RELOCATED FROM OFFICE 6 (E) TO REMAIN WD WD WD S.P. 7 (R) 2'8" X 6'8" WD WD WD S.P. (R) FROM GAR, FIRE RATED ON CLOSER 8 2'8" X 6'8" A WD WD WD S.P. D/B LOCKSET EXTERIOR GRADE DOOR 9 167' X TO" WD WD WD S.P. (N) ROLL -UP GARAGE DOOR 10 (E) TO REMAIN WD WD WD S.P. (N) SIDELITES, TEMPERED GLASS 11 (E) TO REMAIN WD WD WD S.P. 12 (E) TO REMAIN WD WD WD S.P. 13 (E) TO REMAIN WD WD WD S.P. 14 2'8" X 6'8" C WD WD WD S.P. PKT DR LOCK 15 2'8" X 6'8" A WD WD WD S.P. PASSAGE 16 5'0" X 6'8" B WD WD WD S.P. DUMMY SET BALL CATCH 17 2'8" X 6'8" A WD WD WD S.P. PASSAGE 18 2'6" X 6'8" A WD WD WD S.P. PRIVACY 19 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 20 2'8" X 6'8" A WD WD WD S.P. PROVACY 21 2'6" X 6'8" A WD WD WD S.P. PRIVACY 22 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 23 3'4" X 6'8" E WD WD WD S.P. PULL 24 3'4" X 6'8" E WD WD WD S.P. PULL 25 2'6" X 6'8" C WD WD WD S.P. PKT DR PULL 26 (E) TO REMAIN WD WD S.P. 27 (E) TO REMAIN WD WD S.P. 28 (E) TO REMAIN WD WD S.P. 29 (E) TO REMAIN WD WD S.P. 30 2'8" X 6'8" WD WD S.P. 31 (E) TO REMAIN WD WD S.P. 32 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 33 NOT USED WD WD S.P. 34 77" X 51" J AUWD WD WD S.P. (E) WIDTH 35 72" X 60" G AL/WD WD WD S.P. (E) OPENING 36 50" X 63" H AL/WD WD WD S.P. (E) OPENING 37 50" X 63" H AL/WD WD WD S.P. (E) OPENING 38 (E) TO REMAIN WD WD S.P. 39 50" X 42" G AUWD WD WD 40 30" X 36" 1 AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 41 50" X 39" G AL/WD WD WD S.P. (E) OPENING 42 78" X 38" F AL/WD WD WD S.P. (E) OPENING 43 30" X 48" 1 AL/WD WD WD S.P. TEMPERED GLASS 44 30" X 48" 1 AUWD WD WD S.P. 45 30" X 48" 1 AUWD WD WD S.P. 46 60" X 48" G AUWD WD WD S.P. 47 30" X 48" 1 AUWD WD WD S.P. 48 30" X 48" 1 AUWD WD WD S.P. 49 24" X 36" 1 AUWD WD WD S.P. OBSCURE, TEMPERED GLASS 50 54" X 24" K AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 51 24" X 36" 1 AUWD WD WD S.P. OBSCURE, TEMPERED GLASS 52 60" X 48" G AL/WD WD WD S.P. 53 30" X 48" 1 AL/WD WD WD S.P. 54 30" X 48" 1 AL/WD WD WD S.P. 55 72" X 60" G AUWD WD WD S.P. 56 24" X 48" 1 AL WD WD S.P. FIXED SKYLIGHT 57 24" X 48" 1 WD WD WD S.P. FIXED SKYLIGHT 58 30" X 48" 1 AUWD WD WD S.P. 59 20'0" X TO" F AUWD WD WD S.P. LOCKSET TEMPERED GLASS 60 5'0" X 6'8" B WD WD WD S.P. LOCKSET EXTERIOR GRADE DOORS 61 2'8" X 6'8" A WD WD WD S.P. PASSAGE LOUVER DOOR 62 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK 63 5'0" X 6'8" L WD WD WD S.P. REC PULLS BI-PASS H/D CLOSET HARDWARE 64 24" X 42" 1 AUWD WD WD S.P. 65 30" X 48" 1 AL/WD WD WD S.P. TEMPERED GLASS DOOR TYPE AND WINDOW ELEVATIONS A B C D E F FIXED G H I J K N 0 0 CV zo M 19'-4" [:1;11m 27-7" FIRST LEVEL FLOOR PLAN 0 14'-0" 0 M 0 v SCALE 1 /4"=1'-0" MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW-SCHEME-1 0 PLANNING -COMMENTS SHEET TITLE FIRST LEVELFLOOR PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER Aml WALL LEGEND CONSTRUCTION PLAN NOTES MINIM E 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE. PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE. SHOWN DASHED. NOTE: EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION (2019 CBC, TABLE 602. EXISTING TO REMAIN EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH BATTEN BOARD SIDING WITH BATTENS 16" O.C. 0/ TYVEX 0/ PLYWOOD. MINIMUM R-15INSULATION. INTERIOR WALL: 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY WITH STONE VENEER 0/ SCRATCH COAT CEMENT PLASTER 0/ LATH 0/ 2 LAYERS OF GRADE 'D' BUILD. PAPER OR TYVEX 0/ PLYWOOD. ABBREVIATIONS S.C. SOLID CORE H.C. HOLLOW CORE S.P. SATIN PAINT S.W. STAINED WOOD WD WOOD VIN VINYL AL ALUMINUM AL/WD ALUMINUM CLAD 0 ALL DIMENSIONS TO BE VIF 2O NEW CONSTRUCTION PARTITIONS TO MATCH (E) CONSTRUCTION & MEET REQ.IN ACCORDANCE WITH CURRENT CBC, CPC, UMC AND ALL APPLICABLE CITY OF BURLINGAME ORDINANCES 3O PROVIDE AND INSTALL BACKING IN WALLS TO SUPPORT MILLWORK AS REQUIRED 4O (E) 100 AMP ELECTRIC PANEL TO BE UPGRADED TO 400 AMP Q 5O NOT USED 6 PROVIDE AND INSTALL THRESHOLDS AT ALL FLOOR FINISH TRANSITIONS, AS REQUIRED 7 PATCH EXT'R FINISHES TO MATCH (E) FINISHES 8O PROVIDE & INSTALL INSULATION AT (E) EXT'R WALLS & IN AREAS OF CONST'N AS PER TTL 24. 9O VERIFY APPLIANCE DIMENSIONS W/OWNER PRIOR TO MILLWORK FABRICATION 10 THRESHOLD CLEARANCE TO LANDING IN -SWINGING ENTRY DOOR PROVIDE A MINIMUM 36" DEEP LANDING OUTSIDE NOT MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THRESHOLD AT THE INSIDE OF THE DOOR AND IN THE OUTSIDE NOT BE MORE THAN 7 3/41NCHES BELOW THE TOP OF THE THRESHOLD. EXTERIOR LANDING TO HAVE A SLOPE NOT EXCEEDING 1/4:12 (2% MIN.). CRC, R311.3.1 AT EXTERIOR DOOR, PROVIDE A MINIMUM 36 INCH DEEP LANDING AT BOTH SIDES NOT MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THE THRESHOLD. EXTERIOR LANDING TO HAVE A SLOPE NOT EXCEEDING 1/4:12 (2% MIN.). CRC, R311.3.1 AT EXTERIOR DOOR (NON -REQUIRED EGRESS DOOR), PROVIDE A MINIMUM 36 INCH DEEP LANDING OUTSIDE NOT MORE THAN 7 3/4" LOWER THAN THE TOP OF THE TRESHOLD AT BOTH SIDES. AT IN -SWINGING DOOR, IT CAN HAVE TWO OR FEWER STEPS ON THE EXTERIOR SIDE. THE EXTERIOR LANDING TO HAVE A SLOPE NOT EXCEEDING 1/4:12 (2% MIN.). CRC, R311.3.2 11 BEDROOM WINDOWS TO HAVE MINIMUM CLEAR OPENING OF 5.7SF MIN CLEAR HT OF 24", MIN CLEAR WIDTH OF 20". FINISHED SILL HEIGHT NOT MORE THAN 44" AFF. GRADE FLOOR OR BELOW GRADE OPENINGS HAVE A NET CLEAR WIDTH OF NOT LESS THAN 5 SQFT. CRC R310.2.1 12 MOISTURE -RESISTANT UNDERLAYMENT TO BE INSTALLED ON ALL SHOWER/TUB WALLS. SHOWER/TUB WALLS TO BE FINISHED IN TILE TO A MIN. HT. OF 72" ABOVE DRAIN INLET, PER CRC R307.2. GYPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUGJECT TO HIGH HUMIDITY. CRC R702.3.7.1. MATERIAL TO BE USED IN SHOWER/TUB COMPARTMENT SHALL BE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS. 13 PROVIDE AND INSTALL BACKING FOR FRAMELESS SHOWER DOOR ENCLOSURES AS APPLICABLE. 14 WALL AND CEILING FINISH TO HAVE A FLAME SPREAD INDEX NO GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450, PER CRC R302.9.1. 15 GLAZED DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES WHERE BOTTOM OF GLAZING <60" ABOVE A STANDING SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC, R308.4. SAFETY GLAZING REQ'D IN 16 WINDOWS AND DOORS W/GLAZING IF ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF A DOOR AND W/IN 60" ABOVE WALKING SURFACE (EXCL WALL PERP TO PLANE OF DOOR) PER CRC R308.4. 17 EXTERIOR STUCCO IS A 3-COAT SYSTEM WITH TWO LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING AND HAS 26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE GRADE AND 2" ABOVE PAVED AREAS. PER CRC R703.6. 18 PROVIDE 1/2" TYPE X SHEETROCK ON BOTH SIDES OF GARAGE WALLS AND CEILING COMMON WITH HABITABLE LIVING SPACES. WALL SHALL RUN VERTICAL FROM SLAB THRU THE ATTIC TO THE ROOF SHEATHING WITH MINIMUM 1/2" GYPSUM BD. ON GARAGE SIDE. O DOOR AND WINDOW SCHEDULE KEY DOORMINDOW TRIM HARDWARE NOTES/ SILL HT. REMARKS SIZE (WxH) DESCRIPTION TYPE FINISH MATL TYPE FINISH 1 102" X 96" D AL/WD WD WD S.P. LOCKSET TEMPERED GLASS 2 2'8" X 6'8" 3 2'8" X 6'8" C WD WD WD S.P. PKT. DR. PULL 4 (R) 2'8" X 6'8" A WD WD WD S.P. RELOCATED FROM LAUNDRY ROOM 5 (R) 2'4" X 6'8" A WD WD WD S.P. RELOCATED FROM OFFICE 6 36" X 55" 1 WD WD WD S.P. 7 (R) 2'8" X 6'8" WD WD WD S.P. (R) FROM GAR, FIRE RATED ON CLOSER 8 2'8" X 6'8" A WD WD WD S.P. D/B LOCKSET EXTERIOR GRADE DOOR 9 167' X TO" WD WD WD S.P. (N) ROLL -UP GARAGE DOOR 10 96" H X 36" W DR W/ 18" SDLTS M WD WD WD S.P. (N) SIDELITES, TEMPERED GLASS 11 (E) TO REMAIN A WD WD WD S.P. 12 (E) TO REMAIN C WD WD WD S.P. 13 95" X 96" F WD WD WD S.P. 14 2'8" X 6'8" C WD WD WD S.P. PKT DR LOCK 15 2'8" X 6'8" A WD WD WD S.P. PASSAGE 16 5'0" X 6'8" B WD WD WD S.P. DUMMY SET BALL CATCH 17 2'6" X 6'8" A WD WD WD S.P. PASSAGE 18 2'6" X 6'8" A WD WD WD S.P. PRIVACY 19 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 20 2'8" X 6'8" A WD WD WD S.P. PROVACY 21 2'6" X 6'8" A WD WD WD S.P. PRIVACY 22 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 23 3'4" X 6'8" E WD WD WD S.P. PULL 24 3'4" X 6'8" E WD WD WD S.P. PULL 25 2'6" X 6'8" C WD WD WD S.P. PKT DR PULL 26 2'8" X 6'8" A WD WD S.P. PRIVACY 27 4'8" X 6'8" B WD WD S.P. DUMMY SET 28 2'8" X 6'8" A WD WD S.P. PRIVACY 29 4'0" X 6'8" B WD WD S.P. DUMMY SET 30 2'8" X 6'8" A WD WD S.P. PRIVACY 31 4'0" X 6'8" B WD WD S.P. DUMMY SET 32 2'6" X 6'8" C WD WD WD S.P. PKT DR LOCK SINGLE LITE, TEMPERED GLASS 33 4'0" X 6'8" B WD WD S.P. DUMMY SET 34 79 X 72" L AL/WD WD WD S.P. (E) WIDTH 35 72" X 72" J AL/WD WD WD S.P. (E) OPENING 36 48" X 72" H AL/WD WD WD S.P. (E) OPENING 37 48" X 72" H AL/WD WD WD S.P. (E) OPENING 38 96" X 60" L WD WD S.P. 89 48" X 55" G AL/WD WD WD 40 28 X 55" 1 AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 41 48" X 55" G AL/WD WD WD S.P. (E) OPENING 42 72" X 43" J AL/WD WD WD S.P. (E) OPENING 43 28" X 43" 1 AL/WD WD WD S.P. TEMPERED GLASS 44 28" X 43" 1 AL/WD WD WD S.P. 45 28" X 43" 1 AL/WD WD WD S.P. 46 56" X 47" G AL/WD WD WD S.P. 47 28" X 47" 1 AL/WD WD WD S.P. 48 28" X 47" 1 AL/WD WD WD S.P. 49 24" X 35" 1 AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 50 48" X 36" G AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 51 24" X 35" 1 AL/WD WD WD S.P. OBSCURE, TEMPERED GLASS 52 56" X 47" G AL/WD WD WD S.P. 53 28" X 47" 1 AL/WD WD WD S.P. 54 28" X 47" 1 AL/WD WD WD S.P. 55 72" X 55" G AL/WD WD WD S.P. 56 24" X 30" 1 AL WD WD S.P. FIXED SKYLIGHT 57 24" X 30" 1 WD WD WD S.P. FIXED SKYLIGHT 58 28" X 47" 1 AUWD WD WD S.P. 59 24" X 30" F AL/WD WD WD S.P. FIXED SKYLIGHT 60 24" X 30" B WD WD WD S.P. FIXED SKYLIGHT 61 NOT USED A WD WD WD S.P. 62 NOT USED C WD WD WD S.P. 63 NOT USED L WD WD WD S.P. 64 24" X 55" 1 ALMD WD WD S.P. 65 28" X 43" I AL/WD I WD WD S.P. TEMPERED GLASS DOOR TYPE AND WINDOW ELEVATIONS A B C D E F FIXED G H I J NTRY F OOR K L M 19 TUB -SHOWER COMBINATION FIXTURE SHALL BE PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC VALVE TYPE, CPC SECTION 418.0. 20 SHOWER DOORS TO OPEN MIN OF 22" FOR AN UNOBSTRUCTED EGRESS OPENING PER CPC 411.6. 21 PROVIDE MIN 15" WIDE CLEAR SPACE FROM WATER CLOSET CENTER TO ANY SIDE WALL OR OBSTRUCTION AND EXTENDING AT LEAST 24" IN FRONT PER CPC SECTION 407.5. 22 WATER HAMMER ARRESTORS TO BE INSTALLED AT THE HOT/COLD WATER LINES FOR THE WASHING MACHINE, PER UPC609.10. 23 PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM AT TIME OF INSPECTION AND ANY INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL IS AT CONTRACTOR'S RISK. 24 WATER CLOSETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH. FOR DUAL FLUSH WATER CLOSETS AVERAGE TWO REDUCED FLUSHES WITH ONE FULL FLUSH. 2019 CGC 4.303.1.1 URINALS SHALL HAVE AN EFFECTIVE FLUSH VOLUME OF NOT MORE THAN .125 GAUFLUSH. 2022 CGC 4.303.1.2 25 MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 GPM AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM. 2019 CGC 4.303.1.4.4 26 MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM, AT 60 PSI. 2022 CGC 4.303.1.4.1 27 MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.2 GPM, AT 60 PSI. 2022 CGC 4.303.1.3 O 28 ALL NON -COMPLIANT PLUMBING FIXTURES TO BE REPLACED BY WATER -CONSERVING PLUMBING FIXTURES. 29 ALL OPENINGS IN EXTERIOR WALLS, BOTH PROTECTED AND UNPROTECTED, WILL COMPLY WITH 2O22 CRC TABLE R302.1(1) 30 THE CAL GREEN MANDATORY REQUIREMENTS ARE LOCTED ON SHEET GB.1 31 30" DIA. CLEARANCE 87 ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS, SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 2022 CGC 4.406.1 gg AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL START-UP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. 2019 CGC 4.504.1 gg ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW THE LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2019 CGC 4.504.2.1 40 PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC 4.504.2.2 41 AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2019 CGC 4.504.2.3 42 DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINSH MATERIALS 2019 CGC 4.504.2.4 43 HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2022 CGC 4.504.5 44 THE HEATING AND AIR-CONDITIONING SYSTEM WILL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: HEAT LOSS/HEAT GAIN VALUES IN ACCORDANCE WITH ANSI/ACCA 2 MANUAL J-2016 OR EQUAL; DUCT SYSTEMS ARE SIZED ACCORDNING TO ANSI/ACCA 1, MANUAL D-2016 OR EQUAL; SELECT HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH ANSI/ACCA 3, MANUAL S-2014 OR EQUAL. 2019 CGC 4.507 45 A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. 2022 CGC 4.505.2 46 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. REPLACE WET INSULATION PRODUCTS, OR ALLOW TO DRY BEFORE ENCLOSURE. 2022 CGC 4.505.3 32 STAIR MAXIMUM RISE TO BE 7.75" PER CRC R311.7.5.1, STAIR MINIMUM RUN TO BE 10"WITH NOSING PER CRC R311.7.5.2 AND CRC 47 APPLIANCES IN GARAGE SHALL BE INSTALLED SO THAT ALL BURNERS/BURNER-IGNITION DEVICES ARE LOCATED HIGHER THAN 18" ABOVE GARAGE FLOOR UNLESS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT, PER CPC 507.13 R311.7.5.3, STAIR WIDTH TO BE MINIMUM 36" PER CRC R311.7.1. RISERS SHALL ME MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 48 CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON SIDEWALL OF SHOWER COMPARTMENTS OR OTHERWISE SMALLEST BY MORE THAN 3/8". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ARRANGED SO SHOWERHEAD DOESN'T DISCHARGE DIRECTLY AT ENTRANCE, CPC 408.9 ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM VERTICAL. 49 OPERABLE SECTION(S) OF WINDOWS IN DWELLING UNIUTS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24" OF THE FINISHED FLOOR AND GREATER THAN 72" ABOVE THE FINISHED 33 LOCATION OF CRAWL SPACE ACCESS. MIN. 18" X 24" GRADE, PER WINDOW FALL PROTECTION SECTION R312.2.1 Al50 TYPE X GYPSUM DRYWALL ON THE CEILING OF GARAGE PER TABLE r302.6 2022 CRC 34 INSTALL WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK -ACTING VALVES, DISHWASHER HOT WATER LINE, HOT/COLD WATER LINES FOR WASHER, 2019-CPC-609-10 51 WINDOW TO MEET ESCAPE/RESCUE REQUIREMENTS; 20 INCHES MINIMUM IN WIDTH, 24 INCH MINIMUM IN HEIGHT, AT LEAST 5.7 SO. FT. OF CLEAR AREA, AND THE SILL IS NO MORE THAN 44 INCHES FROM THE FLOOR. 2022 CRC SECTION R310 35 THE HANDRAIL HEIGHT MEASURED VERTICLLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". 36 CONTRACTOR WILL INSULATE FLOORS, WALLS AND CEILING AND LOCATE A HEAT REGISTER IN EACH ROOM TO MAINTAIN A MINIMUM ROOM TEMPERATURE OF 68 DEGREES AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN THE NEW ADDITION. CONTRACTOR TO CONFIRM (N) FURNACE CAN SUPPORT THIS. CRC R303.9 FIRST LEVEL FLOOR PLAN J rIN N SCALE 1/4"=1'-0" MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inSite ] architecture • design • interiors �q 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 0 BUILDING SUBMITTAL: 05-03-2023 0 BUILDING SUBMITTAL: 06-05-2023 0 ADMENDMENT: 03-25-2024 9GF Z O T i I i SHEET TITLE FIRST LEVELFLOOR PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER Aml ALLOWABLE FLOOR AREA RATIO RESIDENCE LOT COVERAGE 1,464 SQ. FT. existing floor area (shown hatched) 2,147 SQ. FT. new lot coverage (shown shaded) --------------- PER®�. BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. RESIDENCE: 32 PERCENT X 9,732 SQ. FT. =3,114 +900 = 4,014 SQ, FT. BUILDABLE FLOOR AREA. EXISTING LOT AREA: 9,732 SO. FT. MAXIMUM LOT COVERAGE: 9,732 SQ. FT. X 40% = 3,892 SO. FT. TOTAL FOR AREA RATIO RESIDENCE: LOT COVERAGE =2,147 SQ. FT. COMPLIES RESIDENCE = 3,620 SQ.FT. COMPLIES FLOOR AREA CALCULATION EXISTING FIRST LEVEL FLOOR PLAN: EXISTING SECOND LEVEL FLOOR PLAN: 1,464 SQ.FT. NEW FIRST LEVEL FLOOR PLAN: 110 SQ.FT. SUB - TOTAL EXISTING FIRST LEVEL FLOOR PLAN: 1,574 SQ.FT. EXISITNG ATTACHED GARAGE: 433 SQ. FT. TOTAL EXISTING FIRST LEVEL FLOOR PLAN: 2,007 SQ.FT. 110 SQ.FT. new first level floor area (shown vertical hatched) Mime 11C PANTRY POWDER 24" WINE \\\\\\\\\\ existing garage floor area (shown hatched) 1,281 SQ.FT. NEW SECOND LEVEL FLOOR PLAN: 332SQ. FT. TOTAL NEW SECOND FLOOR AREA: 1,610 SQ.FT. TOTAL FLOOR AREA TO FOR NEW RESIDENCE: 3,620 SQ.FT. MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW-SCHEME-1 0 PLANNING -COMMENTS SHEET TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN PROJECT #: 2022-9 DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER FIRST LEVEL FLOOR. F.A.R. CALCULATION SCALE 1 /4"=1'- Am 1 mSF ALLOWABLE FLOOR AREA RATIO I RESIDENCE LOT COVERAGE 1,464 SQ. FT. existing floor area (shown hatched) 0 �21179 SQ. F . ne c rage (shown shaded) BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 EXISTING LOT AREA: 9,732 SQ. FT. S.F. RESIDENCE: 32 PERCENT X 9,732 SQ. FT. =3,114 +900 = MAXIMUM LOT COVERAGE: 4,014 SQ, FT. BUILDABLE FLOOR AREA. 9,732 SQ. FT. X 40% = 3,892 SQ. FT. TOTAL FOR AREA RATIO RESIDENCE: LOT COVERAGE = 2,179 SQ. FT. COMPLIES RESIDENCE = C3,652 SQ.FT. COMPLIES FLOOR AREA CALCULATION EXISTING FIRST LEVEL FLOOR PLAN: 1,464 SQ.FT. NEW FIRST LEVEL FLOOR PLAN: 142 SDFT. 3 SUB - TOTAL EXISTING FIRST LEVEL FLOOR PLAN: 1,606 SQ.FT.j Q EXISITNG ATTACHED GARAGE: 433 SQ. FT. TOTAL NEW FIRST LEVEL FLOOR PLAN: 2,039 SQ.FT. 0 0 existing garage floor area (shown hatched) EXISTING SECOND LEVEL FLOOR PLAN: 1,281 SQ.FT. NEW SECOND LEVEL FLOOR PLAN: 332 SQ. FT. TOTAL NEW SECOND FLOOR AREA: 1,610 SQ.FT. TOTAL FLOOR AREA TO FOR NEW RESIDENCE: 3,652 SQ.FT. MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 0 BUILDING SUBMITTAL: 05-03-2023 0 BUILDING SUBMITTAL: 06-05-2023 0 FYI: 03-25-2024 9GF Z O SHEET TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER FIRST LEVEL FLOOR. F.A.R. CALCULATION SCALE 1/4"=1'-0" Am 1 mSF ATTIC INSULATION ROOF PLAN KEYNOTES 1) ALL INSULATION IN VOLUME CEILINGS TO BE SPRAY FOAM CLOSED CELL INSULATION. INSULATION VALUE TO PER TITLE 24 CALCULATIONS AS SHOWN ON SHEET E.3 AND EA 2) ALL INSULATION IN CEILING JOIST TO BE BATT INSULATION PER TITLE 24 CALCULATIONS AS SHOWN ON SHEET E.3 AND EA ATTIC VENTILATION CALCULATION AREA OF ATTIC SPACE @ CALIFORNIA FRAMING =138 SQ.FT. 1 SQUARE FOOT FOR 150 SQUARE FEET OF ATTIC SPACE REQUIRED VENTILATION =.92 SQ. FT. TYPE OF VENTS 6' W29b& PROFILE ROOF VENT = .5 SO. FT. 2" DIA. EAVE VENTS = .022 SQ. FT. GABLE RAKE VENTS = 1 SQ. FT. VENTILATION PROVIDED: (3) 6" X 12" LOW PROFILE ROOF VENT = (3) X .5 SQ. FT. =1.5 SQ. FT. VENTILATION PROVIDED =1.5 SQ.FT. 4E C 1. ASPHALT SHINGLES: MANUFACTURER: MATCH EXISTING, STYLE: MATCH EXISTING COLOR: MATCH EXISTING CLASS'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE. UNDER UNDERLAYMENT FOR ALL ROOF WITH 2:12 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE. CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. NEW GUTTER AND DOWNSPOUT AT NEW ROOF GUTTER SIZE: 5" O.G. MATCH EXISTING -DOWNSPOUT:4" MATCH EXISTING CONNECT NEW DOWNSPOUT TO BOOT AND 1" GAP AND TIE INTO EXISTING DRAINAGE SYSTEM. 3. LINE OF WALL BELOW EAVE AND RAKE. 4. NEW LOW PROFILE SYLIGHTS MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inS'6 ite'9 ] architecture • design • interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (:B (:A (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 1 ------(:4) BUILDING SUBMITTAL: 05-03-2023 BUILDING SUBMITTAL: 06-05-2023 0 AMENDMENT: 03-25-2024 �GF Z O i i i SHEET TITLE ROOF PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER Am3 ROOF PLAN SCALE 1/4"=1'-0" - MOSSE RE SIDE NCE EXISTING RIDGE HEIGHT = 90.06'& NEW RIDGE HEIGHT = 87.1 _(EL BL. PLATE _ U T.O. DOOR ± WINDOWS (END FIN. FLR. _ __(E�DBL. TOP PLATE _ T.O. DOOR ± WINDOWS (EST FIN._FLR. = + A.N.G. = 57.15' APPROVED -LEFT SIDE -NORTH ELEVATION EXISTING RIDGE HEIGHT = 90.06'& NEW U T. T. (E + H.N.U. = 0/. 10 0 OO N SCALE: 1 /4"=1'-0" 1915 CARMELITA AVE. BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 BUILDING SUBMITTAL: 05-03-2023 BUILDING SUBMITTAL: 06-05-2023 0 AMENDMENT: 03-25-2024 9GF Z O -1- SHEET TITLE PROPOSED ELEVATIONS PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER Am5A PROPOSED -LEFT SIDE -NORTH ELEVATION SCALE: 1 /4"=1'-0" rIN co l M EXISTING RIDGE HEIGHT = EIGHT_ + WINDOWS 2ND FIN. FLR. _ (E) DBL_TOP PLATE Q�_(E)_T.O. DOOR + WINDOWS 0 F_ 1 ST FIN. FLR. = 57.50' G-RAOE _SLAB QA.N.G. = 56.35' rh A.T.C.= 55.60' EXISTING RIDGE HEIGHT = EIGHT_ \T E + WINDOWS E 2ND FIN. FLR. _ (E) DBL_TOP PLATE Q�_CE)_T.O. DOOR + WINDOWS 0 0 A.T.C.= 55.60' 17.50' ELEVATION -KEYNOTES 5 4 3 2 1 1. EXISTING WOOD GARAGE DOOR TO REMAIN. -COLOR: TBD 2. EXISTING CEMENT PLASTER EXTERIOR MOSSE TEXTURE: NEW SKIM COAT OVER EXISTING, SMOOTH -COLOR: TBD 3. EXISTING DECORATIVE TIMBER TO BE REMOVED THROUGHOUT RESIDENCE. 4. EXISTING WINDOWS AND DOORS TO BE REMOVED PER RESIDE NCE DEMOLITION PLAN. 5. EXISTING STONE VENEER TO BE REMOVED. 6. EXISTING STONE VENEER CHIMNEY TO RECEIVE NEW CEMENT PLASTER FINISH TO MATCH NEW SKIM COAT TEXTURE. 7. EXISTING VENT TO BE REMOVED. TYP. 8. EXISTING LIGHTWEIGHT TILE ROOF TO REMAIN. 9. EXTERIOR FINISH: -7/8" THICK CEMENT PLASTER FINISH OVER LATH OVER 1915 CA R M E L I TA AVE. TYVEX OVER PLYWOOD OVER STUDS TEXTURE: SMOOTH COLOR: TBD BURLINGAMECA PAINT MANUFAC; TBD. 7 NOTE: SKIM COAT AT ALL EXISTING EXTERIOR CEMENT PLASTER TO MATCH NEW TEXTURE 10. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR: TBD 11. NOT USED APPROVED -FRONT --WEST ELEVATION SCALE: 1 /4"=V-0" 12. NEW FACIA, E AVE AND RAKE TO MATCH EXISTING MATERIAL: WOOD MATCH EXISTING -COLOR: TBD PAINT MANUFAC; TBD 13. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 14. DOOR AND WINDOWS: STYLE: ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. 15.-TRIM HEAD AND JAMB SURROUND SIZE: 1"X 3-1/2" HEAD + JAMB SIZE: TRADITIONAL BRICKMOLD WITH METAL DRIP AT HEAD. SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON 16. DECORATIVE WOOD KNEE BRACE SIZE: 4X6 17. DECORATIVEGABLE VENT. NO SUBSTITUTIONS. SIZE: 8" X 36" 18. DECORATIVE CHIMNEY CAP. DESIGN AS SHOWN IN ELEVATION. 19. NEW 6X6 WOOD PORCH POST WITH WOOD CORBEL BRACE. 20. EXISTING GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 21. EXISTING WOOD EXTERIOR DOOR TO R [ inS'6 ite'9 ] architecture • design • interiors 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 BUILDING SUBMITTAL: 05-03-2023 BUILDING SUBMITTAL: 06-05-2023 0 AMENDMENT: 03-25-2024 5 4 3 2 1 r 9GF Z O -1- SHEET TITLE PROPOSED ELEVATIONS PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER Am5 PROPOSED -FRONT WEST ELEVATION SCALE: 1 /4"=V-0" O CV M M O _EXISTING OVERALL HEIGHT = 90.06' NEW RIDGE HEIGHT = 57.15' DBL. PLATE_ v JE) T.O. DOOR + WINDOWS OP zo E 2ND FIN. FLR. _ DBL. TOP PLATE � E�T-O. DOOR + WINDOWS 0 0 0 (E) 1ST FIN. FLR. = 57.50' + A.N.G. = 57.15' �e _EXISTING OVERALL HEIGHT = 90.06' NEW RIDGE HEIGHT = 57.15' �45° 8 iK C DBL. PLATE_ 12 IEI-T.O. DOOR + WINDOWS T q CV � M Cl) O / aOP F- _ zo 45° E 2ND FIN. FLR. _ DBL. TOP PLATE _ _ I I JE) T.O. DOOR + WINDOWS o N W zI }I Uj w O �I C (E) 1 ST FIN. FLR. = 57.50' + A.N.G. = 57.15' 1 124" x 4'-0" 1 SKYLIGHT I T TT FLIL APPROVED-RIGHTSIDE--SOUTH ELEVATION A B I I 24° x 4'-0" SKYLIGHT 24" x 4'-0" SKYLIGHT 24" x 4'-0" SKYLIGHT SKYLIGHTI ..micmim USKYLIGHT 0 0 MOSSE F-7 RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA I inSite architecture • design • interiors 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 BUILDING SUBMITTAL: 05-03-2023 0 BUILDING SUBMITTAL: 06-05-2023 0 AMENDMENT: 03-25-2024 SCALE: 1 /4"=1'-0" r 9GF Z O -1- SHEET TITLE PROPOSED ELEVATIONS PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET 07:-Y_ANT110[410Lei L Ion] :1 A07A SCALE: 1 /4"=1'-0" PROPOSED-RIGHTSIDE-SOUTH ELEVATION ELEVATION -KEYNOTES 1 2 3 4 5 MAX. OVERALL HEIGHT = 90.06'_ PLATE __(E) T.O. DOOR ± WINDOWS 0 ao OP io (END FIN. __LE)DBL. TOP PLATE __(E) T.O. DOOR ± WINDOWS o 0 (E) 1ST APPROVED -REAR --EAST ELEVATION 1 2 3 4 5 A.T.C.= 55.60' &-� MAX. OVERALL HEIGHT = 90.06' _(EtDBL. PLATE _ (E) T.O. DOOR ± WINDOWS 80 zo (_END FIN. --LEY DBL. TOP PLATE _ T.O. DOOR ± WINDOWS w o 0 (E) 1ST A.T.C.= 55.60' &-� SCALE: 1 /4"=1'-0 1. EXISTING WOOD GARAGE DOOR TO REMAIN. -COLOR: TBD 2. EXISTING CEMENT PLASTER EXTERIOR TEXTURE: NEW SKIM COAT OVER EXISTING, SMOOTH -COLOR: TBD 3. EXISTING DECORATIVE TIMBER TO BE REMOVED THROUGHOUT RESIDENCE. 4. EXISTING WINDOWS AND DOORS TO BE REMOVED PER DEMOLITION PLAN. 5. EXISTING STONE VENEER TO BE REMOVED. 6. EXISTING STONE VENEER CHIMNEY TO RECEIVE NEW CEMENT PLASTER FINISH TO MATCH NEW SKIM COAT TEXTURE. 7. EXISTING VENT TO BE REMOVED. TYP. 8. EXISTING LIGHTWEIGHT TILE ROOF TO REMAIN. 9. EXTERIOR FINISH: -7/8" THICK CEMENT PLASTER FINISH OVER LATH OVER TYVEX OVER PLYWOOD OVER STUDS TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. NOTE: SKIM COAT AT ALL EXISTING EXTERIOR CEMENT PLASTER TO MATCH NEW TEXTURE 10. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR: TBD 11. NOT USED 12. NEW FACIA, E AVE AND RAKE TO MATCH EXISTING MATERIAL: WOOD MATCH EXISTING -COLOR: TBD PAINT MANUFAC; TBD 13. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 14. DOOR AND WINDOWS: STYLE: ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. 15.-TRIM HEAD AND JAMB SURROUND SIZE: 1"X 3-1/2" HEAD + JAMB SIZE: TRADITIONAL BRICKMOLD WITH METAL DRIP AT HEAD. SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON 16. DECORATIVE WOOD KNEE BRACE SIZE: 4X6 17. DECORATIVEGABLE VENT. NO SUBSTITUTIONS. SIZE: 8" X 36" 18. DECORATIVE CHIMNEY CAP. DESIGN AS SHOWN IN ELEVATION. 19. NEW 6X6 WOOD PORCH POST WITH WOOD CORBEL BRACE. 20. EXISTING GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 21. EXISTING WOOD EXTERIOR DOOR TO R MOSSE RESIDENCE 1915 CARMELITA AVE. BURLINGAME, CA [ inS'6 ite'9 ] architecture • design • interiors 1534 PLAZA LN . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax BUILDING SUBMITTAL: 02-22-2023 BUILDING SUBMITTAL: 05-03-2023 BUILDING SUBMITTAL: 06-05-2023 0 AMENDMENT: 03-25-2024 r 9GF Z O -1- SHEET TITLE AS -BUILT ELEVATIONS PROJECT #: 2022-? DRAWN BY: DATE: 2-22-2023 SCALE PER SHEET DRAWING NUMBER A07 PROPOSED- REAR -EAST ELEVATION