HomeMy WebLinkAboutReso - PC - 2020.04.27 - 8CDocuSign Envelope i\i: DEAT{,943-1 9924629-B4OA-BECD93E45D97
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-167776
10:30 am 12l}gl2'l Rl Fee: NO FEE
Count of Pagee 4
Recorded in Official Records
CountY of San Mateo
Mark Church
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Resolution No. 2020-04.27 -8c
1 336 DRAKE AVENUE
APN 026-062-180
TITLE OF DOCUMENT
I hereby certify this to be a full, true and conect copy of the
document it purports to be, the original of which is on file in my
office.
October 2021
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Date:
Kevin Gardiner, AICP, Community Development Di
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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 Desiqn
Review for a new, two-storv sinqle familv dwellinq and detached qaraoe at 1336 Drake Avenue. Zoned
R-1. 1336 Drake Ave Llc. propertv owner. APN: 026-062-180;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on April
27, 2020, 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 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. ln urbanized areas, up to three
single-family residences may be constructed or converted under this exception, 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
the County of San Mateo.
recorded in the official records of
Chairman
X.TeepnAlES 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 27lh dav of Aoril. 2020 by the following vote:
1335 DRAKEAVE - RESO 2020{t4.27{c
AYES: GAUI- LOffiS,
SARGENT, SCHTID, TERRONES, TSE
NOES: NONE
ABSET{I NONE
RECUSED: COTAROTO
EXHIBIT "A"
1 that the project shall be built as shown on the plans submitted to the Planning Division date
stamped March 4, 2020, sheets T1.0 through L1.1 and revised sheets T1.0, A2.0, 43.1, and FAR
stamped April 16,2020:
that tree protection measures shall be installed on-site prior to demolition or construction
commencing per the Kielty Arborist Services August 14,2019 report for all trees remaining on-
site;
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 staff);
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;
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; that demolition or 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;
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 flies 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;
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;
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;
a
4
5
c,
7
a
I
10
Conditions of Approval for Categorical Exemption and Design Review.
1336 Drake Avenue
Effective May 7, 2020
Page '1
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;
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review.
1336 Drake Avenue
Effective May 7, 2020
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 professional,
that demonstrates that the project falls at or below the maximum approved floor area ratio for the
property;
12
13
14.
15
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;
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 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;
that prior to scheduling the roof deck inspection, a licensed suryeyor shall shoot the height of the
roof ridge and provide certification of that height to the Building Division; and
that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.)
THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS
PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
SUBFLOOR
T.P.
SUBFLOOR
CEILING HT.
HEADER
8'-6"1'-0 3/4"6'-10"1'-8"30'-0"LOT LINELOT LINE92.5'12'-0"(N) DRIVEWAY
(N) 6' WD. FENCE (N) 6' WD. FENCE
6'-0"(PAINT) SQ.
COLUMNS
1'-1"
SIERRA PACIFIC
WINDOWS & DRS.
CLAD W/ SDL, TYP.
(PAINT) WD.
FLAT PANEL W/
MOULDNG (TBS)
DUTCH DOOR (PAINT)
W/ LARGE SIDE LIGHT
6X6 CEDAR
COLUMN/BRACKET5'-0"3'-0"11'-9 3/4"1'-6"18'-6 3/4"EGRESS8'-6"31'-4 1/2"DIAMOND SHAPED
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
LAYMENT TYP., TYP.
3'-0"2 3/4"12
12
7'-6" ABOVE 2ND FLR.
30' BUILDING HEIGHT LIMIT 122.59'
A.T.O.C.
91.99' + 93.18' /2=
92.59'
50'-0"
6'-10"
GRADE 91.0'
D.H.E.90.64'7'-6"45°12'-0"45°12'-0"D.H.E.92.73'
TEMP.TEMP.
TEMP.
CEDAR SHINGLES
BLUE LABEL, TYPICAL
RIDGE HEIGHT 122.36'
(N) B.B.Q. AREA (CLAD
IN VENEER STONE) W/
GRANITE 1.5" EASED EDGE
COUNTERTOP
(N) TERRACE (CLAD
IN VENEER STONE) W/
STONE TREADS1.5" EASED EDGE
DETAIL
FOUNDATION (CLAD
IN VENEER STONE) W/ WD.
WATERTABLE ABOVE, TYP.
SIERRA PACIFIC
WINDOWS & DRS.
CLAD W/ SDL, TYP.
FOUNDATION VENTS
(PAINTABLE) REGGIO
4X12 OR 6X12 VENTS
W/ WD. BRICKMOULD
SURROUND, TYP.DOWNSPOUT, G.S.M.1'-4"3'-0"(N) DRIVEWAY
DIAMOND SHAPED
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
LAYMENT TYP., TYP.
G.S.M. OGEE GUTTER SYSTEM
(PAINTED)
T.P.
SUBFLOOR
8'-6"1'-0 3/4"7'-6"1'-0"CEILING HT.8'-6"RIDGE HEIGHT
11'-9 3/4"19'-6 3/4"31'-4 1/2"1'-6"100.00'
101.06'
109.56'
122.36'
30' BUILDING HEIGHT LIMIT 122.59'
GRADE 91.0'30'-0"A.T.O.C.
91.99' + 93.18' /2= 92.59'
EGRESS TEMP.
TEMP.
SUBFLOOR 92.5'
12
12
CEDAR SHINGLES
BLUE LABEL, TYPICAL
NOT REQUIRED PER CODE
HEADER @ SIDE ELEVATIONS
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001 REVISIONS PER CITY COMMENTS 6/25/19002REVISIONS PER CITY COMMENTS 7/30/19003004005006Description :Date :Revisionsone
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304Park City, UT 84098
Gambrioli Residence1336 Drake AvenueBurlingame, CA 94010Title :Project :Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :Owner :APN#: 026-062-180Contractor :PLANNING SETZoning: -BUILDING SETMr. & Mrs. Greg Gambrioli1336 Drake AvenueBurlingame, CA 94010 Gambrioli Developments Contact: Greg Gambrioli 2415 Summit Drive Hillsborough, CA 94010 P: 650-333-6844Proposed ElevationsSee Details
A3.0
Scale: 1/4" = 1'-0"
1PROPOSED FRONT ELEVATION
A3.0
Scale: 1/4" = 1'-0"
2PROPOSED RIGHT ELEVATION
A3.0
T.P.SUBFLOORHEADER8'-6"
1'-0 3/4"
6'-10"1'-8"
LOT LINE
LOT LINE
30'-0"(N) DRIVEWAYCEILING HT.CEDAR SHINGLESBLUE LABEL, TYPICALSIMPLE COPPER POT(N) 6' WD. FENCEDIAMOND SHAPEDARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.12'-0"45°STONE VENEER AT CHIMNEY8'-6"
11'-9 3/4"19'-6 3/4"
31'-4 1/2"
1'-6"SIERRA PACIFICWINDOWS & DRS.CLAD W/ SDL, TYP.100.00'101.06'109.56'A.T.O.C.2 3/4"91.99' + 93.18' /2=92.59'30' BUILDING HEIGHT LIMIT122.59'45°7'-6" ABOVE 2ND FLR.D.H.E.92.73'SUBFLOOR92.5'6'-10"12'-0"D.H.E.90.64'5'-0"EGRESS3'-0"TEMP.12121212(N) 6X6 BRACKETS(PAINT)RIDGE HEIGHT122.36'6X6 CEDARCOLUMN/BRACKET(PAINT) WD.FLAT PANEL W/MOULDNG (TBS)5'-0"EGRESSEGRESS5'-0"DIAMOND SHAPEDARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STONE VENEER AT CHIMNEYG.S.M. OGEE GUTTER SYSTEM (PAINTED)SIERRA PACIFICWINDOWS & DRS.CLAD W/ SDL, TYP.T.P.SUBFLOORHEADER @ SIDE ELEVATIONS8'-6"1'-0 3/4"7'-6"1'-0"30'-0"CEILING HT.8'-6"11'-9 3/4"19'-6 3/4"31'-7 1/4"1'-6"100.00'101.06'109.56'2 3/4"30' BUILDING HEIGHT LIMIT122.59'A.T.O.C.91.99' + 93.18' /2= 92.59'SUBFLOOR92.5'GRADE91.0'CEDAR SHINGLESBLUE LABEL, TYPICALRIDGE HEIGHT122.36' Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:
001 REVISIONS PER CITY COMMENTS 6/25/19
002 REVISIONS PER CITY COMMENTS 7/30/19
003
004
005
006
Description :Date :
Revisions
oneDESIGN PLANNING form4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Gambrioli Residence
1336 Drake Avenue
Burlingame, CA 94010
Title :
Project :
Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :
Owner :
APN#: 026-062-180
Contractor :
PLANNING SET
Zoning: -
BUILDING SET
Mr. & Mrs. Greg Gambrioli
1336 Drake Avenue
Burlingame, CA 94010
Gambrioli Developments
Contact: Greg Gambrioli
2415 Summit Drive
Hillsborough, CA 94010
P: 650-333-6844
Proposed Elevations
See DetailsA3.1Scale: 1/4" = 1'-0"1PROPOSED REAR ELEVATIONA3.1Scale: 1/4" = 1'-0"2PROPOSED LEFT ELEVATIONA3.1
30'-0"12'-0"2'-0"MIN.9.5" TGI @ 16"
O.C. TYP.
34" T&G OSB SUBFL.
GLUED + SCREWED, TYP.
R-19 @ 2x6 WALLS, TYP.
R-19 @ FLOOR FRAMING, TYP.5'-0"MAX.CONC. RAT PROOFING PAD
THICKNESS 3" W/ MIN. 4 MIL.
VAPOR BARRIER
DRIVEWAY
CRAWLSPACE
LIVING ENTRY
BED-1
45°LOT LINELOT LINE12'-0"6'-0"(N) 6' WD. FENCE
6'-0"D.H.E.92.73'SUBFLOOR
T.P.
SUBFLOOR
CEILING HT.8'-6"1'-0 3/4"30'-0"92.5'
(N) 6' WD. FENCE2 3/4"1'-6"18'-6 3/4"8'-6"31'-4 1/2"7'-6" A /2ND FLR.
30' BUILDING HEIGHT LIMIT 122.59'
A.T.O.C.
91.99' + 93.18' /2=
92.59'GRADE 91.0'
D.H.E.90.64'
45°12'-0"6'-10"
ATTIC
11'-0"58" TYPE X GYP. BD.
THROUGHOUT, TYP.
RIDGE HEIGHT 122.36'
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001 REVISIONS PER CITY COMMENTS 6/25/19002REVISIONS PER CITY COMMENTS 7/30/19003004005006Description :Date :Revisionsone
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304Park City, UT 84098
Gambrioli Residence1336 Drake AvenueBurlingame, CA 94010Title :Project :Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :Owner :APN#: 026-062-180Contractor :PLANNING SETZoning: -BUILDING SETMr. & Mrs. Greg Gambrioli1336 Drake AvenueBurlingame, CA 94010 Gambrioli Developments Contact: Greg Gambrioli 2415 Summit Drive Hillsborough, CA 94010 P: 650-333-6844Proposed Building SectionsSee Details
A4.0
Scale: 1/4" = 1'-0"
1PROPOSED BUILDING SECTION
A4.0
GARAGE5" CONC W/ APPROVEDVAPOR BARRIERG1.02G1.04G1.0 3G1.051 HR FIRE RATEDBOTH SIDES (SEE DETAIL)G1.072x4 WALL W/ 58TYP. X GYP. BD.SYSTEM TO BE1- HR RATEDLANDINGSTONE TILE
R-15 BATT INSL. TYP.IN WALLSATTIC LADDER / WERNER OR EQ.12/0 O.H.GARAGE DOORTEMP.GARAGE ELECT. PANELMIN. 10'-0" FROM LOTLINE TO DOOR REQUIRED18'-0"001REAR LOT LINESIDE LOT LINE
22'-0"
9'-8"12'-4"2'-10 1/2"12'-3"2'-10 1/2"G1.06G1.061'-4"G1.0821'-2"17'-3"1'-0"
6"
4"3'-2 1/4" ELECT. CAR CHARGER1'-4"5/0TEMP.0028'-6"1 3/8"5/8"1/2"3 1/2"6"2 x 4R-13 FIBERGLASS BATT INSULATION @ 2x4APA RATED SHEATHING EXPOSURE 112" PLYWOOD OR OSBMIN. 2X4 STUDS @ 16" O.C.58" DENSGLASS "FIREGUARD" SHEATHING58" DENSARMOR PLUS FIREGUARD, ORTOUGHROCK FIREGUARD GYPSUM BD.APPLIED VERTICALLY OR HORIZONTALLYTO STUDS W/ 1-7/8" 6D COATED NAILS 7"O.C. STAGGER JOINTS EACH SIDENOTES:SEE WWW.GP.COM FORTECHNICAL SPEC'S, SEE: UL U305,GA WP 3605BLUE LABEL CEDAR SHINGLES, SEEELEVATIONSGARAGE DOORGARAGE SLAB1/2" ISOLATIONJOINT(N)PAVERDRIVEWAY8"SEE STRUCTUAL PLAN FOR DEPTHNO COLD JOINTSEE STRUCTUAL PLAN FOR WIDTH3/4"RIDGE TO KEEPOUT WATERLOT LINE
14'-8 1/2"
14'-11"15' BUILDING HEIGHT LIMIT127T.P.8'-6"FINISH CONC.COPPER LIGHTSDOWNLITE, W/ANT. GLASSG.S.M. OGEE GUTTERS(WHITE) FINISH, TYPICALW/ ROUND DOWNSPOUTS(N) WD. 6'-0"FENCEEVE OVERHANGS W/ IN24" OF PROPERTY LINETO PROJECT NOT MORETHAN 4" 2016 CRCR302.1 EXP. #418'-0"PAINT GRADEWD. GARAGE DR.WD.PLINTH TYP.RIDGE HEIGHTMIN. 40 YR ASPHALTSHINGLES W/ 15#ASPHALT FELT U/L,PER CODECEDAR SHINGLE SIDING(BLUE LABEL)LOT LINE
15' BUILDING HEIGHT LIMIT14'-8 1/2"T.P.8'-6"FINISH CONC.RIDGE HEIGHT14'-11"G.S.M. OGEE GUTTERS(WHITE) FINISH, TYPICALW/ ROUND DOWNSPOUTS(N) WD. 6'-0"FENCEEVE OVERHANGS W/ IN24" OF PROPERTY LINETO PROJECT NOT MORETHAN 4" 2010 CRCR302.1 EXP. #4MIN. 40 YR ASPHALTSHINGLES W/ 15#ASPHALT FELT U/L,PER CODECEDAR SHINGLE SIDING(BLUE LABEL)LOT LINE
12714'-8 1/2"
14'-11"15' BUILDING HEIGHT LIMITT.P.8'-6"FINISH CONC.RIDGE HEIGHTG.S.M. OGEE GUTTERS(WHITE) FINISH, TYPICALW/ ROUND DOWNSPOUTS(N) WD. 6'-0"FENCEEVE OVERHANGS W/ IN24" OF PROPERTY LINETO PROJECT NOT MORETHAN 4" 2010 CRCR302.1 EXP. #4MIN. 40 YR ASPHALTSHINGLES W/ 15#ASPHALT FELT U/L,PER CODECEDAR SHINGLE SIDING(BLUE LABEL)LOT LINE
DOWNSPOUT, G.S.M.15' BUILDING HEIGHT LIMIT14'-8 1/2"T.P.8'-6"FINISH CONC.RIDGE HEIGHT14'-11"G.S.M. OGEE GUTTERS(WHITE) FINISH, TYPICALW/ ROUND DOWNSPOUTS(N) WD. 6'-0"FENCEEVE OVERHANGS W/ IN24" OF PROPERTY LINETO PROJECT NOT MORETHAN 4" 2016 CRCR302.1 EXP. #4MIN. 40 YR ASPHALTSHINGLES W/ 15#ASPHALT FELT U/L,PER CODE10'-0" MIN.CEDAR SHINGLE SIDING(BLUE LABEL)GARAGEGARAGE FLRGARAGE T.O.P.8'-6"15 FOOTHEIGHT LIMIT15'-0"G.S.M. OGEE GUTTERS,TYPICALW/ ROUND DOWNSPOUTSARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.PRE-FAB TRUSSES @ 24" O.C.1-HOUR RATEDEXT. WALL SYSTEM, TYP.CONC. PAD THICKNESS 4" W/ MIN. 4 MIL.VAPOR BARRIERATTIC(N) WD. 6'-0"FENCELOT LINE
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:
001 REVISIONS PER CITY COMMENTS 6/25/19002REVISIONS PER CITY COMMENTS 7/30/19003004005006
Description :Date :
Revisions
oneDESIGN PLANNING form4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Gambrioli Residence
1336 Drake Avenue
Burlingame, CA 94010
Title :
Project :
Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :
Owner :
APN#: 026-062-180
Contractor :
PLANNING SET
Zoning: -
BUILDING SET
Mr. & Mrs. Greg Gambrioli
1336 Drake Avenue
Burlingame, CA 94010
Gambrioli Developments Contact: Greg Gambrioli 2415 Summit Drive Hillsborough, CA 94010 P: 650-333-6844
Proposed Garage
See DetailsG1.0Scale: 1/4" = 1'-0"1PROPOSED GARAGEG1.0Scale: 1/4" = 1'-0"2PROPOSED FRONT ELEVATIONG1.0Scale: 1/4" = 1'-0"3PROPOSED RIGHT ELEVATIONG1.0Scale: 1/4" = 1'-0"4PROPOSED REAR ELEVATIONG1.0Scale: 1/4" = 1'-0"5PROPOSED LEFT ELEVATIONG1.0Scale: 1/4" = 1'-0"6PROPOSED SECTIONG1.0G1.0Scale: 3" = 1'-0"7EXT. WALL DETAILS(EXTERIOR & INTERIOR)(1 HR RATED)G1.0Scale: 1 1/2" = 1'-0"GARAGE DOOR DETAIL8
(N) GRAVEL & STONE3' Ø FIRE PIT(N) 2 STORYRESIDENCETERRACE(N) DETACHEDGARAGE(N) D.S.(N) D.S.(N) D.S.(N) D.S.(N) LANDSCAPEALL CURB, GUTTER, DRIVE WAY AND SIDEWALKFRONTING SITE TO BE REPLACED, PLANTINGSTRIP TO BE EXPANDED TO ACCOMIDATE NEWSTREET TREES AS A RESULT NEW SIDE WALK TOBE EXPANDED TO ACCOMMODATE AS WELL.(N) 6' REDWOOD FENCE(HAPPY NEIGHBOR DESIGN)(N) 200 AMP. ELECT. METER(N) GAS METER(N) OVERHEAD ELECT. LINE TO HOUSE(N) FIRE AND WATER LINES. ALL WATERLINE CONNECTIONS TO CITY WATERMAINS FOR SERVICE OR FIRE LINE ARETO BE INSTALLED PER CITY STANDARDPROCEDURES AND SPECIFICATION, ANDANY OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF-WAY.EXTERIOR BEARING WALLS LESSTHAN 5' FROM THE PROPERTYLINE WILL BE BUILT OF ONE-HOURFIRE-RATED CONSTRUCTION.2016 CRC TABLE R302.1 (1) § OR2016 CBC, TABLE 602.ONE HOUR FIRE-RESITSTANTRATED CONSTRUCTION FOREAVES WITHIN 2-5 FEET FROMPROPERTY LINEDNDNDN
DN(N) PERMEABLE CONC.PAVERSSTONEPLANTINGSPLANTINGSPLANTINGS
(N) D.S.(N) D.S.(N) LAWN(N) LAWN(N) DRIVEWAY GATE(N) 6' REDWOOD GATE TO REAR YARD(N) 6X6 STEEL POST23'-8"1ST. FLR.1'-4"1'-0"30'-8"42'-4"
2ND. FLR.(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)GGGGGGGO.H.EO.H.EO.H.EALL EXISTING SANITARY SEWERLATERAL CONNECTIONS TO BEPLUGGED. (N) 4" LATERAL TO BEINSTALLED.(N) SEWER LATERAL CLEANOUT6'-10"1ST. FLR.13'-2"1ST. FLR.(E) DRIVEWAY APRON TO BESHORTENED TO ACCOMIDATE TO THENEED TO ONLY SERVICE ONE DRIVEWAY(N) DRIVEWAY APRON(REMOVE)TREE PROTECTIONPER ARBORISTREPORT22'-2"
2ND. FLR.OUTLINE OFSECONDFLOOR10'-7 1/2"15'-3"2ND. FLR.2'-0 1/2"2ND. FLR.8&6" CEDAR23'-8"
1ST FLR.
41'-9 1/2"
1ST. FLR.PLANTINGS3 (N) NON-FRUIT BEARINGTREES, SEE SHEET L1.0(N) DRIVEWAYPAVERS(N) NON-FRUIT BEARING TREES,SEE SHEET L1.0(N) NON-FRUIT BEARING TREES,SEE SHEET L1.0(2) (N) ACERRUBRUM STREETTREESFIRE BACKFLOW PREVENTION DEVICE2' x 2' BUBBLE BOX1P2R12R11R9R4P5P6R7R8R10R(REMOVE)(N) GAS LINE Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:
001 REVISIONS PER CITY COMMENTS 6/25/19
002 REVISIONS PER CITY COMMENTS 7/30/19003004005006
Description :Date :
Revisions
oneDESIGN PLANNING form4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098Gambrioli Residence
1336 Drake Avenue
Burlingame, CA 94010
Title :
Project :
Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :
Owner :
APN#: 026-062-180
Contractor :
PLANNING SET
Zoning: -
BUILDING SET
Mr. & Mrs. Greg Gambrioli
1336 Drake Avenue
Burlingame, CA 94010
Gambrioli Developments Contact: Greg Gambrioli 2415 Summit Drive Hillsborough, CA 94010 P: 650-333-6844
Proposed Site Plan
See DetailsA1.0Scale: 1"= 10'-0"1PROPOSED SITE PLANA1.0GENERAL NOTES & SCOPESTREET TREES1. PROTECT ALL STREET TREES DURING CONSTRUCTIONPUBLIC WORKS NOTES1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1)REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALLEXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3)ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARETO BE INSTALLED PER =CITY STANDARD PROCEDURES AND SPECIFICATION. (4) ANDOTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY.2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OFPUBLIC WORKS.STORMWATER CHECKLIST NOTES1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FORIRRIGATION OR OTHER NON-POTABLE USE.2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATEDAREAS.4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZECHANGES TO THE NATURAL TOPOGRAPHY.7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT.8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIESAPPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDESAND QUICK -RELEASE FERTILIZERS.9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARYSEWER.10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENTEROSION CONTROLS ARE ESTABLISHED.11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED ANDRETAINED, DRAINAGE COURSES.12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (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 ORCLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDEMETHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FORTEMPORARY AND OR PERMANENT IRRIGATION13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING ANDOBTAIN ALL NECESSARY PERMITS.15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.BERMS, SOCKS, FIBER ROLLS OR FILTERS)16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHENDIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERSFOR SOIL STOCK PILES, ETC.17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THESITE (E.G SWALES AND DIKES)18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTIONIMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREAWHERE WASHWATER IS CONTAINED AND TREATED.21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TOPREVENT CONTACT WITH STORMWATER.22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALLEMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDINGPAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUMPRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURALCOPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES.1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST ASREQUIRED.2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BEREMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NOTREES ARE TO BE REMOVED FOR THIS PROJECT.3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPEWILL NOT BE REHABILITATED AS NOTED ON PLANS.4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATERDRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.35. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBADAYTIME (7AM-10PM OR DBA NIGHTTIME (10 PM-7 AM) AS MEASURED FROM THE PROPERTYLINE. PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050.6. WHERE THE PROPERTY LINE IS LESS THAN 10 FEET FROM THE EXISTING TERMINAL OFANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THEPIPE SIZE OF THE FINAL 10 FEET OF ANY TERMINAL MUST BE INCREASED TO 3 INCHES OR,AS AN ALTERNATIVE, MANUFACTURER- APPROVED BAFFLES MUST BE INSTALLED. (ORD. 1856§ 7, (2010); ORD. 1889 §, (2013)7. IF GRADING PERMIT IS REQUIRED, IT WILL BE OBTAINED FROM THE DEPARTMENT OFPUBLIC WORKS.
NOTES:
1. (OGEE) G.S.M. GUTTERS, & (3" GSM) DOWNSPOUTS:
LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDE WITH
WITH 1/4" EDGE TURNED OVER AND FASTENED WITH
CLEATS. LAP JOINTS AT LEAST 4", BUT DO NOT
SOLDER.
2. ROOFING MATERIAL TO BE 40 YR ARCHITECTURAL
ASPHALT SHINGLES, SEE CUT SHEET ABOVE, COLOR
TO
BE DETERMINED, ANTIQUE BLACK OR PEWTER GREY
3. WHEN INSULATION IS INSTALLED IN ENCLOSED
RAFTER SPACES WHERE CEILINGS ARE APPLIED
DIRECT TO THE UNDERSIDE OF ROOF RAFTERS, A
MINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED,
INSULATION BAFFLE NEEDED.
4. FLASHINGS AND COUNTER FLASHINGS SHALL NOT
BE LESS THAN 0.016-INCH (28-GAGE) CORROSION
RESISTANT METAL, AND VALLEY FLASHING
5. AT THE JUNCTURE OF THE ROOF & VERTICAL
SURFACES, FLASHING & COUNTERFLASHINGS SHALL
NOT BE LESS THAN 0.019-INCH (26 GAUGE)
6. NA
7. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS
SHALL BE A MIN. OF 3'-0" FROM PROPERTY LINES OR
ANY OPENING INTO THE BUILDING (I.E. DRYERS, BATH&
UTILITY FANS, ETC., MUST BE 3'-0" AWAY FROM DOORS,
WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS, PER
CODE
8. (AS REQUIRED) THE TRUSS PLAN AND THE TRUSS
CALC. SHALL BE REVIEWED & APPROVED BY THE
ENGINEER OF RECORD BEFORE SUBMITTING TO THE
BUILDING DEPARTMENT FOR APPROVAL PRIOR TO
FABRICATION. TRUSS PLANS SHALL BE WET SIGNED &
WET STAMPED BY TRUSS DESIGN ENGINEER.
9. FURNACE LOCATED IN ATTIC SPACE SHALL BE
LISTED FOR ATTIC LOCATION AND PROVIDED WITH 24"
WIDE SOLID FLOORING ACCESS WAY AND 30"
WORKING SPACE AT CONTROLS.
10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO
RECEIVE LOW PROFILE VENTS OR OPENING IN THE
ROOF SHEATHING BELOW
11. ROOF EAVES SHALL NOT PROJECT WITHIN 2" OF
THE PROPERTY LINE WHERE SETBACK IS 4' PER 2019
CRC § TABLE R302.1 (1) OR 2019 CBC TABLE 705.2. ALL
ROOF PROJECTIONS WHICH PROJECT BEYOND THE
POINT WHERE FIRE- RESISTIVE CONSTRUCTION
WOULD BE REQUIRED WILL BE CONSTRUCTED OF
ONE-HOUR FIRE-RESISTANCE- RATED CONSTRUCTION
PER 2019 CRC §R302.1 (1) OR 2016 CBC §705.2.
12. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKING TO
RECEIVE 2" DIA HOLES IN EVERY BLOCK TYPICAL FOR
EVEN DISTRIBUTION OF AIR FLOW.
A4.0
1
A4.0
1
D.S.
D.S.
D.S.RIDGERIDGERIDGEVALLEY
VALLEY D.S.
(N) Asphalt Shingles
(Class A) 40 yr. Min.
ROOF
(N) Asphalt Shingles
(Class A) 40 yr. Min.
ROOF
(N) Asphalt Shingles
(Class A) 40 yr. Min.
ROOF
12/12SLOPE
12/12SLOPE
12/12SLOPE
12/12SLOPE
LOCATION FOR
SOLAR PANELS, INCLUDE
CONDUIT FOR WIRING
TO ELECT. METER + CONTROLS
(2019 CAL GREEN)
G.S.M. OGEE GUTTER SYSTEM
PAINTED
12/12SLOPE12/12SLOPE12/12SLOPE
12/12SLOPE
12/12SLOPE
D.S.
G1.0
6
G1.0
6
7/12SLOPE7/12SLOPE
(N) RIDGEATTIC TRUSS MAX 4'-0" HEIGHT
INTERIOR, TRUSSES @ 24" O.C.
34" T+G PLYWOOD FINISH W/ SIMPLE
LED LIGHT W/ VACANCY SWITCH
VENTVENTVENTVENTONE HOUR FIRE-RESITSTANT
RATED CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET FROM
PROPERTY LINE
(N) ROOF
CLASS A: FIRE RATED
(N) D.S.(N) D.S.
G.S.M. OGEE GUTTER SYSTEM
(PAINTED)
LOT LINE
LOT LINE Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001 REVISIONS PER CITY COMMENTS 6/25/19002REVISIONS PER CITY COMMENTS 7/30/19003004005006Description :Date :Revisionsone
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304Park City, UT 84098
Gambrioli Residence1336 Drake AvenueBurlingame, CA 94010Title :Project :Date :05-01-2019Drawn :TIM RADUENZ19_018Job No. :Owner :APN#: 026-062-180Contractor :PLANNING SETZoning: -BUILDING SETMr. & Mrs. Greg Gambrioli1336 Drake AvenueBurlingame, CA 94010 Gambrioli Developments Contact: Greg Gambrioli 2415 Summit Drive Hillsborough, CA 94010 P: 650-333-6844Proposed Roof PlanSee Details
A2.1
A2.1Scale: 1/4 = 1'-0"
1PROPOSED ROOF PLAN
PLUMBING & HVAC NOTE:
1. GROUP ALL EXHAUST FLUES TOGETHER WHEN
POSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAR
OF HOUSE TYP. VERIFY LOCATION W/ DESIGNER.
ATTIC FURNACE NOTES:
1. PROVIDE THE FOLLOWING FOR ATTIC FURNACES (CMC
SECTION 904.04)
A. PASSAGEWAY TO EQUIPMENT LESS THAN 6'-0" IN HEIGHT
SHALL BE NOT MORE THAN 20'-0" IN LENGTH WHEN MEASURED
ALONG THE CENTER LINE OF PASSAGEWAY FROM THE
ACCESS OPENING TO THE EQUIPMENT. SECTION 904.10.1.
B. UN-OBSTRUCTED PASSAGEWAY W/ A SOLID FLOORING AT
LEAST 24" WIDE THROUGH-OUT ITS LENGTH. SECTION 904.10.2
C. A 30"x30" LEVEL WORKING PLATFORM IN FRONT OF THE
SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3
D. A PERMANENT 120V RECEPTACLE OUTLET AND LIGHTING
FIXTURE NEAR THE APPLIANCE. SECTION 904.10.4.
E. UPRIGHT FURNACES MAYBE INSTALLED IN ATTIC OR
CRAWLSPACE MORE THAN 5'-0" IN HEIGHT, PROVIDED THAT
REQUIRED LISTINGS, DUCT AND FURNACE CLEARANCES ARE
OBSERVED. SECTION 904.10.5
F. CLARIFY THE LOCATION OF THE FURNACE ON PLANS BY
DASHED LINE OR OTHER SYMBOL.
SOLAR CONDUIT NOTE:
PROVIDE A PIPE FOR SOLAR CONDUIT
**** 2019 CODE REQUIRES SOLAR INSTALLATION
MAIN HOME
HOUSE VENTILATION CALC:
SQ. FT. OF (N) ROOF: 1,830 SQ. FT.
(N) 1,830/150 = 12.2 SQ. FT. OF VENTILATION IN NEW ROOF
(N) ROOF VENTS (17 ea. X .75 SQ.FT.) = 12.75 SQ.FT.
TOTAL VENTILATION INSTALLED = 12.75 SQ.FT.
GARAGE VENTILATION CALC:
SQ. FT. OF (N) ROOF: 420 SQ. FT.
(N) 420/150 = 2.8 SQ. FT. OF VENTILATION IN NEW ROOF
(N) ROOF VENTS (4 ea. X .75 SQ.FT.) = 3 SQ.FT.
TOTAL VENTILATION INSTALLED = 3 SQ.FT.
A2.1Scale: 1/4 = 1'-0"
2PROPOSED ROOF PLAN
GARAGE