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HomeMy WebLinkAboutReso - PC - 2021.03.22 - 8ADocuSign.Svelope iD: 7 1 44276}-216E4AF9-AoA5-1 Aol E30AB5DE RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 2A21-166103 1:43 pm 12103121 R1 Fee: NO FEE Count of Pages 4 Recorded in Official Records County of San Mateo Mark Church Assessor-Cou nty Clerk-Recorder ililil ililIilil ililll]il ilil lilll ililillill illll lllll llll llil l l lll llll*$R0003182345$* Resolution No. 2021 -03.22-8a 509 BURLINGAME AVENUE APN 029-254-040 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. October 25 2021 &r.r,^rtn hrkut B!'ftrrrsss.ME irUNE Date: Kevin Gardiner, AICP, Community Development Director { 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 Desion Review for a first and second storv addition to an existinq sinqle familv dwellino at 50g Burlinqame Avenue. Zoned R-1. Brian Ament and Sara Ponzio. propertv owners. APN: 029-2S4-O4O; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on March 22. 2021, 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: 1. On the basis of the lnitial 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 15301 (eX2), which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an lncrease of more than 10,000 SF in areas where all public services and facilities are available and the area in which the project is located is not environmentally sensitive, 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 are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo ChairmanI SCT+I4 ID Secretary of the Planning Commission the City of Burlingame, do hereby certify that the foregoing Planning Commission held o resolution was introduced and adopted at a regular meeting of then the 22nd dav of March, 2021.by the following vote 809 BURLIN9AIEAvE - REso 202i{t3.22{aAYES: COi|AROTO, GAUL, rcfnS SGHIID, TERRONES, TSENOES: NONE ABSENT NONE RECUSED: SARGEI{T Secretary EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 509 Burlingame Avenue Effective Aptil 1, 2021 Page 1 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped February 9, 2021, sheets A-1 through A-6 and L-1; 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 (Fyl or amendment to be determined by planning staifl; 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 thii pei-nit; that the conditions of the Building Division's February 23, 2021 memo, the parks Division'sFebruary 23, 2021 memo, the Engineering Divisionrs February 1l, 2021 memo, and the Stormwater Division's February 24,2021 memo shall be met; that any recycling containers, debris toxes or dumpsters for the construction project shall beplaced upon the private property, if feasible, as determined by the communiiy 6evelopment Director; that demolition or removal of the existing structures and any grading or earth moving on thesite shall not occur until a building permit has been issued and iuch s-ite work shalt be iequiredto comply with all the regulations of the Bay Area Air euarity Management Districl - - that prior to issuance of a building permit for construction of the project, the project constructionplans shall be modified to include a cover sheet listing all conditioni ot rppriirai "Jopt"J oy tn"Planning commission, or city council on appeal; wnich snall remain'a part oi arr sets otapproved. plans throughout the construction process. Compliance with';lL conOitions otapproval is required, the conditions of approval shall not be modified o1. cn"nleo ,ritnout tt"approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues sha be combined, where possible, to a singletermination and installed on the portions of the roof not visible from the rir""t;-.no-in"t tn"."venting details shall be incruded and approved in the construction prans before a Buirdingpermit is issued; that the project shall comply with the Construction and Demolition Debris Recycling ordinancewhich requires affected demolition, new construction and alteration pro1""t. to',ro"r[ a=wasteReduction plan and meet recycling requirements; any partial or fuli oemotition oi a structure,interior or exterior, shall require a demolition permit; ' ' that the project shall meet all the requirements of the California Building and Uniform Firecodes, in effect at time of buirding permit submittar, as amended uy tnJ City"oieurri"g";", 2 4 7 o o 10 EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 509 Burlingame Avenue Effective April 1, 2021 Page 2 11. 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 professibnal, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 12. 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, architecturil certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 13 that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Buirding bivision; and 14. that.prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (kim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPEGTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: (E) FRONT ELEVATION SCALE LEGEND (E) —'EXISTING' (N) —'NEW' (R) —'NEW REPLACEMENT' PL — PROPERTY LINE TOP — TOP OF PLATES TO$ — TOP OF SUBFLOOR — FINISH FLOOR FV — FOUNDATION VENT DS — DOWNSPOUT RWL — RAINWATER LEADER EE — EMERGENCY EGRESS SEE NOTES '6'/N-2 FCx — FIXED GLASS SG — SAFETY GLAZING/TEMPERED GLASS SEE NOTES 'G'/N-2 CSMT — CASEMENT DH — DOUBLE HUNG AWN — AWNING FD — FRENCH DOOR r 12 EMERGENCY EGRESS (2) 2/6x4/0 CASEMENT WINDOW I DHE= I1.545' -1TYP FKN' m- 1 F1 I 11 1 N1 MINI MINI 0 1/4" = I' - fa" EXTERIOR GRADE WD LOUVER VENT, TYP SEE SPECS d DETAIL '5'/A-6 KNEE BRACE, TYP SEE SPECS d DETAIL 'A'/A-6 EXTERIOR GRADE WD SIDING, TYP (SEE 'EXTERIOR FINISH NOTES) 2x& EXTERIOR GRADE WD FASCIA, TYP EXTERIOR FINISHES ROOFING COMPOSITION SHINGLES TO COMPLY WITH COOLROOF REQUIREMENTS EXTERIOR FINISH CEMENT PLASTER (STUCCO) TO MATCH (E), U.O.N. PER ELEVATIONS - SEE DETAIL 4/N-2 EXTERIOR GRADE SIDING AT GABLE ENDS PER ELEVATIONS - SEE DETAIL 5//N-2 WINDOWS (N) WINDOWS Al UMIMUN CLAD 11 Innn 11 Ilr.Inni i Ic W/ SIMULATED WITH TRIM/STUC SEE TYPICAL I (E) WINDOWS (RI COMPOSITION SHINGLE ROOFING WOOD WINDOU, (SEE 'EXTERIOR FINISH NOTES) TYPICAL W/ (N) STUCCO TO MATCH (E) (SEE EXTERIOR FINISH NOTES) (46.425) MAXIMUM HEIGHT - — — — — — (46.26) HICxI-IEST ROOF RIDCxE D D RAFTER TAIL\TYP SEE EXTERIOR\ SG �i FINSISH NOTES 12777777771 11 1 I'D7 \ TYP 11 \ � 1- (N) STUCCO TO MATCH (E) (SEE EXTERIOR FINISH NOTES) (N) FOUNDATION VENT, TYP (N) FRONT ELEVATION SCALE 1/4" = 1' - fa" AVE. TOP OF CURB 16.425' (E) GARAGE DOOR 1 N 44 GARAGE DOOR EXISTING WD GARAGE DOOR EAVES (SEE DETAIL A/A-&) GUTTERS ALUMINUM PREPAINTED DOWNSPOUTS ALUMINUM PREPAINTED TO MATCH (E) RIGHT SIDE ELEVATION SCALE WD RAILING w/ Ixro t Ix3 PICKETS (ALTERNATE) 0 MAX 4" CLR SPACING 1/4" = I' - fa" EMERGENCY EGRESS (N) RIGHT SIDE ELEVATION SCALE 1/4" = V - m" REVISIONS BY _0 (D 0 00N v n .0 � o� c00(D ��U (�001-00N�(� CE(DL N' C(n,.-' o'0oa3°'a> m L 3 C 1> L T -p-pT6NU�(q� N N 0 a -0C >0C� 0 w L 0•-'- O 0 0-o 0� 3-0 0 U) vC0•- C -oL3Lvo6(nv� ��o�N0 OO�o"''�'i0�OO +� a-' 0_ N a O U-0 aC O N N :3 -0 U � N C L L y"' = C C U I 0 0 0-C'O � C)o NLCO-0CUCf� ( a y (� rf) ,a)00c ��ON 0Na0Lp0 wN�O �o�0)(n-0 C ( (1) (1) �� � �_ 0 maQ0 c000 Z) O•� N 0 O Uw 0)0) —r- 3 CO aU T O o�0O00 oO C �0N00LN 0- 0 (D_o a�•°,c-v�U OL03•L L c t-oa-oa03ao'E0 LLI Z Z } _ I (() w Q 0 Lu Z u e d) L ? 0) 0 (P 0 o 76 r a) (p cu 0 co 0co co co �Q aa) J 3 W H � Lu E '''''' Uz W W a V / ^ d) 0 W W V Q W _Z vJ ��W r DATE fat-15-21 SCALE AS NOTED DRAWN 1..1E JOB AMENT JOB # SHEET A=4 OF SHEET LEGEND (E) —'EXISTING' (N) —'NEW' (R) —'NEW REPLACEMENT' PL — PROPERTY LINE TOP — TOP OF PLATES TOS — TOP OF SUBFLOOR FF — FINISH FLOOR FV — FOUNDATION VENT DS — DOWNSPOUT RWL — RAINWATER LEADER EE — EMERGENCY EGRESS SEE NOTES '6'/N-2 FG — FIXED GLASS SG — SAFETY GLAZING/TEMPERED GLASS SEE NOTES 'G'/N-2 CSMT — CASEMENT DH — DOUBLE HUNG AWN —AWNING FD — FRENCH DOOR (N) SOLID CORE / EXTERIOR GRADE WD DOOR (E) REAR ELEVATION SCALE 1/4"= 1' - off LESS THAN (N) EXTERIOR GRADE 30" ABOVE WD DECK GRADE (N) REAR ELEVATION SCALE EXTERIOR GRADE WD LOUVER VENT, TYP SEE SPECS t DETAIL 'B'/A-(o KNEE BRACE, TYP SEE SPECS d DETAIL 'A'/A-(o EXTERIOR GRADE WD SIDINGS, TYP (SEE 'EXTERIOR FINISH NOTES) COMPOSITION SHINGLE ROOFING (SEE 'EXTERIOR FINISH NOTES) 1/4"= 1' -fail (N) STUCCO TO MATCH (E) (SEE EXTERIOR FINISH NOTES) EXTERIOR FINISHES ROOFING COMPOSITION SHINGLES TO COMPLY WITH COOLROOF REQUIREMENTS EXTERIOR FINISH CEMENT PLASTER (STUCCO) TO MATCH (E), U.O.N. PER ELEVATIONS - SEE DETAIL 4/N-2 EXTERIOR GRADE SIDING AT GABLE ENDS PER ELEVATIONS - SEE DETAIL 5//N-2 WINDOWS (N) WINDOWS ALUMIMUN CLAD WOOD WINDOWS W/ SIMULATED TRUE DIVIDED LITES/ MUNTIN BARS WITH TRIM/STUCCO MOLD SEE TYPICAL DETAIL 'D'/A-6 (E) WINDOWS (REPLACEMENT, U.N.O.) WOOD WINDOWS W/ SIMULATED TRUE DIVIDED LITES TYPICAL W/ STUCCO MOULDINGS/TRIM GARAGE DOOR EXISTING WD GARAGE DOOR EAVES (SEE DETAIL A/A-(o) GUTTERS ALUMINUM PREPAINTED DOWNSPOUTS ALUMINUM PREPAINTED TO MATCH SURROUNDING AREA (E) LEFT SIDE ELEVATION SCALE 1/4" = 1' - 0" YC1-41, 1 1 r I�FL•F77FV ELECTRICAL SERVICE PANEL E METER AND GAS METER (N) LEFT SIDE ELEVATION SCALE 1/4" = 1' - fa" REVISIONS BY 0)E �� UUU LT C0003� O> oi6 U U L N 2'0 N� O-p N N Q3 V)L NCO �LTE -0 C 0 Tp > 0 N �� d CL N+' 2 u) NNUp U-oC�pC 0 0•-.- O-p 0- 3-0 U 3 0_-, Oca>- c m _ - p L L p 0 U N U_ �-p 0) N-c C � OCQ U� p ,'O v U� QO .2 L U y 0 N 0 5 Tp N•�0-6— N U-0 0-C 0 N N 70'p U C L L - -:) C C .0 000- co p O .0 OLCU-0CUCU1 w a O a)00C T C:_ U1�Uj N�00�• .. 0__p o U C. p N N N UO3 Zoo v)�a c W v N L 0�� (n Q)w.0 " O.Q 0-c cD .in c) in��� � 0 N U U O y J'L .-ZI O N� 0�'•V C -.r 0•� 0 cr)w (D'�O O— nU L O T �pT-p00VLC +' U O O C L L L( C 0 �pNOQ �0N� 0- O O 3•� O U �L �oa-pn03ap'Lo Iu U Z Z Iu } I LLI E 0 m Z u e 1�Lud) Z `� to Z 0: (P — 0 00 K1 0 N O U) 0 co co co J � W ,wnn VJ ~ Lu E _ � Uz �W W0 �a d0 a -� cW �� W Q WZ Q� m� W r=3 DATE 01-15-21 SCALE AS NOTED DRAWN 1..1E JOB AMENT JOB # SHEET A=5 OF SHEET (E) ROOF PLAN SCALE SIMULATED MUNTIN BARS TYP MANUFACTURED TRUSS ROOF (WHERE OCCUR: PROVIDE RADIANT BARRIER BELOW THE ROOF DECK,TYP PER ENERGY CODE 150.05 'ACCUVENT' INSULATION 5AFFLE AT VENT OPENING ONLY .G OMIT w EVERT ' FOR VENT OPEN ING :OOF PLAN) t18" TO MATCH (6 2ND FLOOR ONLY) (E) TYF. EAVE DETAIL SCALE 3/4" = 1' - 0" PROVIDE FLASHING/DRIP GAP W WINDOW HEAD U.N.O. PROVIDED 5Y THE MANUFACTURER, TYP Al STD WINDOW fl-1/2" SILL EXTERIOR FINISH SEE ELEVATIONS 5-1/2'' WINDOW TRIM/ FLAT CASING ROOFING (SEE ELEVATIONS GSM FLASHING/ DRIP EDGE GSM GUTTER EXTERIOR WALL (SEE DETAIL '47N-2) o TYf=. WINDOD DETAIL SECTIONS NOTE: q_g NO SCALE Sections shall only be used for general framing concepts and may not be to scale. All structural elements including beams, framing, girders, headers etc. along with piers and foundations shall be as per structural drawings by the engineer of record. Sections shall not be scaled for any purpose. No determination, inspection or measurement has been made regarding the size of or structural integrity of framing , piers or foundations. Any discrepancies between sections and existing conditions shall immediately be brought to the attention of the OUTLINE OF PEAK ROOF engineer of record and all work shall cease until the (SEHINp) issue is resolved. , NOTE: I EXISTING FOOTING DEPTHS OR SIZES MAY NOT 5E I _ _ _ — — — — — — ADEQUATE FOR PROPOSED STRUCTURAL DETAILS. I ENGINEER OF RECORD SHALL 5E CONSULTED FOR � ALTERNATE DETAILS. ROOF STRUCTURE (PER STRUCTURAL) TOP I (UPPER 2ND FLR) _ TOP R-30 —=I (LOWER 2ND FLR) — T I (N) (N) ROOF RAFTERS 1" A5TER SEDROO1" � LINEN I PER STRUCTURAL R-13 I — — — — — — — — — — —7 TOS _ (N) (UPPER 2ND FLR) 1-4ALLUJAI' TOS R-13 (LOWER 2ND FLR) (E) TOP (E) CEILING JOIST (E) VAULTED CEILING R-30--------�I U TO REMAIN STRUCTURE TO REMAIN 11 U— (E) (E) (E) LAUNDKT 1 8REAKF AST NK LIVING RM FOYER R-13 I R-1S I (E) TOS I — I (E) CRAWL SPACE (N) CRAWL SPACE I (E) FOOTING SEE SECTION NOTES (E) FOOTING A50VE SEE SECTION NOTES (N) FOOTING A50VE (PER STRUCTURAL) 3 5UILDING SECTION q_6 SCALE 1/4" = 1' - 0" LOUVER PROFILE 3/4" x 3-1/2'' 30 DEGREE SILICON BARRIER FACE TRIM LOUVER 50 3/4" x 2-3/4 SCREEN MOLD ING�j ALUMINUM WIRE SCREEN MANUFACTURED GA5LE VENT RED CEDAR KIMBALL DESIGNS kimballdesigns.com B GA5L E END VENT �-6 NO SCALE LOUVER 3/4" x 3-1/2'' 30 DEGREE ANGLE 24" 6x6 STUCCO (SEE DETAIL) �� GABLE END RAFTER (SEE ELEVATIONS) MANUFACTURED WD 5RACKET REP CEDAR cedarwoodbrackets. com KNEE 5RACING q_6 / NO SCALE PROPOSED (N) SECOND FLOOR ROOF PLAN SCALE DS REVISIONS STD WINDOW fl-1/2" SILL EXTERIOR FINISH SEE ELEVATIONS 5-1/2'' WINDOW TRIM/ FLAT CASING ROOFING (SEE ELEVATIONS GSM FLASHING/ DRIP EDGE GSM GUTTER EXTERIOR WALL (SEE DETAIL '47N-2) o TYf=. WINDOD DETAIL SECTIONS NOTE: q_g NO SCALE Sections shall only be used for general framing concepts and may not be to scale. All structural elements including beams, framing, girders, headers etc. along with piers and foundations shall be as per structural drawings by the engineer of record. Sections shall not be scaled for any purpose. No determination, inspection or measurement has been made regarding the size of or structural integrity of framing , piers or foundations. Any discrepancies between sections and existing conditions shall immediately be brought to the attention of the OUTLINE OF PEAK ROOF engineer of record and all work shall cease until the (SEHINp) issue is resolved. , NOTE: I EXISTING FOOTING DEPTHS OR SIZES MAY NOT 5E I _ _ _ — — — — — — ADEQUATE FOR PROPOSED STRUCTURAL DETAILS. I ENGINEER OF RECORD SHALL 5E CONSULTED FOR � ALTERNATE DETAILS. ROOF STRUCTURE (PER STRUCTURAL) TOP I (UPPER 2ND FLR) _ TOP R-30 —=I (LOWER 2ND FLR) — T I (N) (N) ROOF RAFTERS 1" A5TER SEDROO1" � LINEN I PER STRUCTURAL R-13 I — — — — — — — — — — —7 TOS _ (N) (UPPER 2ND FLR) 1-4ALLUJAI' TOS R-13 (LOWER 2ND FLR) (E) TOP (E) CEILING JOIST (E) VAULTED CEILING R-30--------�I U TO REMAIN STRUCTURE TO REMAIN 11 U— (E) (E) (E) LAUNDKT 1 8REAKF AST NK LIVING RM FOYER R-13 I R-1S I (E) TOS I — I (E) CRAWL SPACE (N) CRAWL SPACE I (E) FOOTING SEE SECTION NOTES (E) FOOTING A50VE SEE SECTION NOTES (N) FOOTING A50VE (PER STRUCTURAL) 3 5UILDING SECTION q_6 SCALE 1/4" = 1' - 0" LOUVER PROFILE 3/4" x 3-1/2'' 30 DEGREE SILICON BARRIER FACE TRIM LOUVER 50 3/4" x 2-3/4 SCREEN MOLD ING�j ALUMINUM WIRE SCREEN MANUFACTURED GA5LE VENT RED CEDAR KIMBALL DESIGNS kimballdesigns.com B GA5L E END VENT �-6 NO SCALE LOUVER 3/4" x 3-1/2'' 30 DEGREE ANGLE 24" 6x6 STUCCO (SEE DETAIL) �� GABLE END RAFTER (SEE ELEVATIONS) MANUFACTURED WD 5RACKET REP CEDAR cedarwoodbrackets. com KNEE 5RACING q_6 / NO SCALE PROPOSED (N) SECOND FLOOR ROOF PLAN SCALE DS REVISIONS BY °' �oN '_ 0 .�' o coov3+ (D�U CE(D p:_UN�t� v'a)-o p-v °o) 0-3 a> �L E -p— N (0)(D 0- N p >,6 p� C� � p v-00 -3� pov v�•— c a> —v(D3Lv:03C: ��Q�� 1 -5c° 0 `vim °— f> ��3 °' o ��� U-0 dC O N 7�-p U . 5 1 O O p-O'O �, p O NL�U'vCU :f� y t� a pNOpc � U)-pNvy))UO�•— Iwo 0 u1 N W (D-r- —.0 co p�Op2 O N O U O, � O•� cn E, iL �cp O+�' 3 O �U >, O O-E � O U p 0 0 0 �O(D0 Q)U)0- 0 a� v a�•(30C v-U 2'L, 2(0) H 0a-v0-03:oLo 0 LLI UL" Z JU } Q� (� Lu 0 LLI Z U 0 W It Z:3 LLI Ca N (n 0 0 E m° r� m� o 0Cn J� W cn LU V d �n LU W U �Z �W LU W Q d wz m� LU m m [Q DATE 01-15-21 SCALE AS NOTED DRAWN HE JOB AMENT JOB # SHEET A=6 OF SHEET MIN 3" SOLID PIPE TO RETENTION WELL VIA GRAVITT' 4" SOLID PIPE TO RETENTION WELL VIA GRAVITY TRUE NORTH (E) ADJACENT RESIDENCE \ ELECTRICAL SERVICE PANEL t METER AND GAS METER REFERENCE NORTH MIN 3ro" x 3ro" x 3ro" DEEP STORMWATER RETENTION WELL SEE DETAIL 7/4-2 (E) SIDEWALK F'KVItC.I t2IKttI IKttS DURING CONSTRUCTION BURLINGAME AVENUE 10' RIGHT OF WAY SITE F L A N SCALE MWO (E) STORAGE TO BE REMOVED (E) ADJACENT RESIDENCE 4" SOLID PIPE TO _RETENTION WELL VIA GRAVITY MIN 36" x 3(o" x 3611 DEEP STORMWATER RETENTION WELL SEE DETAIL 121/4-2 (E) WATER F-! METER AVERAGE TOP OF CURB 16.25 + 16.60 / 2 = 16.425' MAXIMUM HE IGHT 16.425' + 30' = 46.425' LEFT SIDE DHE 1618 + 1&.31 / 2 = 11.545' RIGHT SIDE DHE 11.11 + 18.29 / 2 PUBLIC WORK NOTES (See Additional Standard Notes (& Sheet Ll) 1 Replace all defective sidewalks, curbs and gutters where required by the city. All new sidewalk, curbs, & gutters shall be built to City standards. A city encroachment permit is required. 2 Permit is required from engineering department for any street openings, such as sidewalks, curbs and street pavement. 3 Approved pressure regulator is required for new water service An approved type pressure regulator preceded by an adequate strainer shall be installed and the static pressure reduced to 80 psi or less. Approved regulators with integral bypasses are acceptable. Each such regulator and strainer shall be accessibly located and shall have the strainer readily accessible for cleaning without removing the regulator or strainer body or disconnecting the supply piping. All pipe size determinations shall be based on 80% of the reduced pressure when using table 6.5. CPC 608.2 4 All debris/garbage containers location shall be on property. In the situation where not possible, an encroachment permit is required from the Public Works department for placing debris/garbage containers in public right-of-way. No wet garbage fluid shall enter public right-of-way or the storm drain system. SEWER & WATER DEPARTMENT 1 Contact water department for disconnect of water service prior to demolition of dwellings. 2 New 1" (or larger) service OR to be determined by Building Dept. required for fire sprinklers. Need double check value (USC approved). See 'Fire Sprinkler System notes' this sheet. and City of Burlingame approved on fire line. 3 Water department to disconnect existing service at City main. 4 Install new sewer lateral as per city sewer dept. specifications Abandon the existing sewer lateral at the main as per sewer department specs. 5 All exterior hose bibs shall have approved non -removable backflow prevention devices 6 water service shall be provided with a fullway valve controlling all outlets and installed on the discharge side of the water meter as per UPC 605.3 7 Need proper backflow device on irrigation system. Building Division to size, meter and service size. All backflow devices must be tested and togged by a SM County certficated tester. CONNECTIONS TO CITY WATER MAIN All water connections to city water mains for services or fire line protection are to be installed per city standard procedures and material specification's Contact the city water department for connection fees. All fire services and services 2" and over will be installed by the builder. NATIONAL POLLUTANT DISCHARGE ELEM[INATION PERMIT The project shall comply with the City's NPDES permit requirements to prevent storm water pollution. SEWER BACKWATER PROTECTION CERTIFICATION Sewer Backwater Protection Certification is required for the installation of any new sewer fixture per ORDINANCE #1710. The Sewer Backwater Protection Certificate is required prior to the issuance of Building Permit. SANITARY SEWER LATERAL The sewer lateral may or may not need to be tested. Testing information can be found on the City of Burlingame website. If tested the sanitary sewer lateral (building sewer) shall be tested per SEWER ORDINANCE TEST ORDINACE, # 1329. BMC 15.12.110 Testing information is available at the Building Department counter. An encroachment permit is required from the public works department whenever the city's portion of the sewer lateral or city cleanout is to be laid and / or connected to the sewer mains. The Contractor shall obtain evidence of the approval and the date of the approval from the City of Burlingame or the Owner of the property. WASTE REDUCTION PLAN The Contractor shall be responsible for preparation of a Waste Reduction Plan as required by the City of Burlingame. Contact the Recycling Specialist at the City of Burlingame (650) 558-7271 for forms and guidance. These forms must be filled out and approved by the responsible department prior to the granting of a building permit. STORM WATER No storm waters, underground waters draining from any lot, building, or paved areas shall be allowed to drain to adjacent properties not shall these waters be connected to the city's sanitary sewer system. These waters shall all drain to either artificial or natural storm drainage facilities by gravity or pumping regardless of the slope of the property. Municipal code section 18.08.010(i) LANDSCAPING / TREES EXISTING LANDCAPE All existing landscaping including lawn fescue to be remain unless being damage during construction shall be rehabilitated. EXISTING TREES No existing tree over 48" in circumference at 54" form base of tree may be removed without a Protected Tree Removal Permit from Park Division. (650) 558-7330. EXISTING CITY STREET TREES Existing City Street Tree may not be cut, trimmed or removed without permitt from Park Division. (650) 558-7330. TREE PROTECTION MEASURES The following tree preservation measures apply to all tress to be retained: • No storage of material, topsoil, vehicles or equipment shall be permitted within the tree enclosure area • The ground under and around the tree canopy area shall not be altered • Trees to be retained shall be irrigated and maintained as necessary to ensure survival. HIDDEN CONDITIONS "Any hidden conditions that require work to be performed beyond the scope of work of the building permit issued for these plans may require further City approvals including review by the Planning Commision". The building owner, project designer, and/or contractor must submit a Revision to the City for a any work not graphically illustrated in these plans prior to performing this work. SPECIAL INSPECTIONS The Contractor shall be responsible for the Special Inspection and Testing Agreement as provided by the City. CONSTRUCTION ACTIVITY (HOURS) No person shall erect (including excavation and grading), demolish, alter or repair any building or structure other than between the following hours except in the case of urgent necessity in the interest of public health and safety, and then only prior written approval from the Building Official, which approval shall be granted for a period not to exceed three days. No work on Sundays and Holidays. Holidays are the first day of January, the third Monday of February, the last Monday of May, the fourth day of July, the first Monday of September, the eleventh day of November, the fourth Thursday in November and the twenty-fifth day of December, or if the twenty-fifth day of December falls on a Sunday the following Monday is a holiday. (See City of Burlingame Municipal Code, Section 18.07.110 for details) 1- Monday through Friday: 8 am to 7 pm 2- Saturdays: 9 am to 6 pm Construction hours in the City Public right-of-way are limited to weekdays and non -city Holidays between 8:00 am and 5:00 pm fo all activities (including hauling). WATER -CONSERVING PLUMBING FIXTURES As of January 1, 2014, SB 407 (2009) requires non -compliant plumbing fixturess to be replaced by water -conserving plumbing fixtures when a property is undergoing alterations or improvements. The law applies toall residential & commercial property built prior to January 1, 1994. GRADING PERMIT Grading Permit, if required, will be obtained from the Department of Public Works. DEFERRED SUBMITTAL ITEMS A - FIRE SPRINKLER SYSTEM 1- Automatic Fire Sprinkler system throughout Residence. Under separate permit- See'FIRE SPRINKLER SYSTEM' notes'B'/ N1.2 Drawings shall be submitted to Building Department for review and approval. Fire Sprinklers shall be installed and shop drawings shall be approved by the Fire Department prior to installation 2- Min V water meter required - see 'Water Department' notes above. TYPICAL DOMESTIC FIRE SYSTEM DETAIL TO DOf" E5TIC SOUSE vALvE MAIN CONTROL VA� SUPPLY TO BUILDI> SIZE DETERII1 NED BY BUILDINGS DEFT TO FIRE I DOUBLE CHECK VALVE BRAND AND MODEL NUMBER TESTED AND CERTIFIED BY A COUNTY CERTIFIED TESTER Note: Schematic of water lateral as shown above: If the fire protection line and domestic water is separate, submit plans for the fire protection underground to the Burlingame Building Department prior to installayions. 3- Provide a backflow prevention device, USC approved double check assembly. General Contractor shall insure the double check valve assembly for fire protection shall be tes and approved by a San Mateo Environmental Health approved contractor prior to scheduling Water Department final inspection. 4- All sprinkler drainage shall be placed into landscaping areas PROJECT INFORMATION PROPERTY OWNER: BRIAN AMENT 4 SARA PONZIO 509 BURL INGAME AVENUE BURL INGAME, CA 94010 (415)531-5860 brianament@gmaii.com sara.j.ponzio a@ gmail.com DESIGNER: J DEAL ASSOCIATES 331 BEACH RD, SUITE A BURL INGAME, CA 94010 (650) 691-1310 office@jdealassociates.com SURVEY ENGINEERING: KAVANAGH ENGINEERING 10S CAROLAN AVE 13URL INGAME, CA S4010 (650) 5IS- 1944 BUILDING DATA LOT SIZE (50 x 100) 5,000 SF ALLOWABLE FLOOR AREA RATIO 5,000 x 0.32 + 1,100 2,700 SF ALLOWABLE LOT COVERAGE 5,000 x 0.40 2,000 SF rvir+Tiuii­ FIRST FLOOR 1,160.0 SF ATTACHED GARAGE 200.0 SF ATTACHED STORAGE (TO BE REMOVED) 64.0 SF COVERED PORCH (TO BE REMOVED) 80.0 SF TRELLIS 83.0 SF EXISTING FLOOR AREA RATIO (1,160 + 200 + 64) 1,424 SF EXISTING LOT COVERAGE (1,424+80) 1,504 SF (TRELLIS - N/A LESS 100 SF EXEMPTION) NEW ADDITION FIRST FLOOR 219.0 SF COVERED PORCH 65.0 SF SECOND FLOOR NEW FLOOR AREA RATIO 1,424 + 219 + 806 — NEW LOT COVERAGE ( 1,504 - 80 ) + 219 + 65 (-64 ) DRAWING INDEX A-1 — SITE PLAN, NOTES A-2 — EXISTING FLOOR PLANS A-3 — NEW 1ST FLOOR & 2ND FLOOR PLANS A-4 — (E)&(N) FRONT & RIGHT SIDE ELEVATIONS A-5 — (E)&(N) REAR & LEFT SIDE ELEVATIONS A-6 — ROOF PLAN, BLDG SECTION SF — SQUARE FOOTAGE CALCULATIONS L-1 — LANDSCAPING PLAN SK-2 — SURVEY DIAGRAM rnnv c 806.0 SF 2,449 SF 1,644 SF All work shall be done in accordance with the applicable National & local codes and ordinances. California Building Code 2019 California Residential Code 2019 (where applicable) California Mechanical Code 2019 California Plumbing Code 2019 California Electrical Code 2019 California Energy Efficiency Standards 2019 City of Burlingame Municipal Ordinances CONSTRUCTION TYPE Dwelling Type VB Garage Type VB BUILDING OCCUPANCY GROUPS R-3 / U REVISIONS BY °' 0:5 .� n--c .�' o C0003+ 0q) C�OU1 -O UNW C E (D L 1. (n � 0-0a3°�a> L> E -O-pTONU��� N v w !E o•--OC N0O_53-vU7UO :6 °�°'*-3C vLvo�in 0 00 .2_ 05 U�OO Q O U�dCON :I U . j O 00 d�O U)� CO O NL CU'000 Cf� a oaDooc U) qj _0 U) O ) o2)a�aoa° a) �N o�o���$C rnO�L(D—r— �0 tn0-QOy�00U Caw— N-v Oa��L O O O U C• � O•� to E-)iL N U O �w O O� O U 0 0 0 C -OO W 00�0 0_ O c v�U 03'L°Urns H 00__0 3a000 LLI UL" z JU } (J Lu 0 LLI n m 0 z U e ]L a) Z n d " N CA CL 0 E m° r� (P c� o 0Cn J � W wn VJ LLI E _ LU V d () LUW U �Z �W LU d LL1 Q W Z In LU m DATE 01-15-21 SCALE AS NOTED DRAWN HE JOB AMENT JOB # SHEET A=1 OF SHEET TRUE NORTH (E) ADJACENT RESIDENCE ELECTRICAL SERVICE PANEL t METER AND GAS METER STORMWATER RETENTION WELL SEE SITE PLAN 4 DETAIL '2'/A-2 (E) PG4E w POLE 0%S STORE" IW,4TER RETENTION WELL SEE SITE PLAN 8 DETAIL '2'/A-2 (E) SIDEWALK o� ST ET-. T ww (E) (E)CURBCUT SEGO SEE NOTES PROTECT STREET TREES DURING CONSTRUCTION (E) STORAGE TO BE REMOVED (E) ADJACENT RESIDENCE (N) LAWN FESCUE TO MATCH (E) SEE NOTES (N) WALKWAY SEMI -PERMEABLE CONCRETE UNIT PAVERS ON I'' SAND BASE 4 8" PERMEABLE CLASS II AGGREGATE BASE PROVIDE (N) LANDSCAPING TO MATCH W/ EXISTING LANDSCAPING AT REMOVAL OF (E) WALKWAY SEE NOTES (E) WATER METER LANDSCAPING NOTES (See also Landscaping Notes -sheet A-1) 1. Replace all defective sidewalks, curbs and gutters where required by the city. All new sidewalk, curbs, & gutters shall be built to City standards. A city encroachment permit is required. SEE SITE PLAN NOTES. 2. Replace all damaged, displaced existing landscaping, hardscapes (driveways, walkways, patios, etc) as required per owner's directions. _ B_ U R L I N c'_A M E AV_E I4 U E _ _ 3. An automatic irrigation system controller for landscaping will be provided by -10' RIGHT OF WAY the Builder and installed at the time of final inspection. 2013 CGC 4.304.1 REFERENCE NORTH LANIDGAPING PLAN SCALE I // REVISIONS BY _0 °' 0 a)o �00U a) n--c .�' o C0003+ 00U tq o 0 � -O -r— 6 oa)�0oa3°�a> 0L 3C0_2>,E -p—pT61 a Qq)(n a) N 0 a ��tbo U-0Cj0C Q� 0 w L O•—•— O C 0-00,3_Ujp0 'O -0 C a) •— C -o-3Lvo62 0•� OO�00'i0 + a a O O U-0 aC 0 N • DCO 0-O'O ��CO0 a)tCU -oCUCW y , t� a O N O O C 0 a)�in�wa)�UO�•- ICON ONa0Lp0 L N U0 0 WO�LOQ) 0 tnEQ<0 0 U cf)L � N� O O O U C, O•� 0E� a)000w � 0) O-r- 3 O �U >, O o O U O p O O C -0 O N O U� N a 0 a)_o a�•°,C_ v0U tC503•L°Urns H oa-oa03ao•c0 LLI Ulu z JU } Q� (J Lu 0 0 nLU (e z U e z��� LLI z �' (P e CA CL 0 E m° r� (P c� o 0Cn M � a) w� cn _ � V d (4)LU W U �Z �W LU d LLI Q wz m� LU m f m [Q DATE 01-B-21 SCALE AS NOTED DRAWN HE JOB AMENT JOB # SHEET OF SHEET