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HomeMy WebLinkAboutRESO - PC - 2025-01.13-7ADocusign Envelope ID: 7E716A96-6F42-4B2C-953D-5670C1D8C89D CITY OF BURLINGAME PLANNING COMMISSION RESOLUTION 2025-01.13-7A APPROVING DESIGN REVIEW, VARIANCES, AND SPECIAL PERMITS FOR 2319 EASTON DRIVE PROJECT NO. DSR24-0019 WHEREAS, an application has been made by Alex Voldarsky, on behalf of Property Owner, Jacob Chudnovsky, for Design Review, Front Setback Variances, and Special Permits for building height and declining height envelope for second and third story additions to an existing two-story single -unit dwelling in the R-1 (Low Density Residential) zoning district, APN: 027-154-100; and WHEREAS, on January 13, 2025, the Planning Commission of the City of Burlingame held a duly noticed public hearing at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; and WHEREAS, on January 13, 2025, the Planning Commission of the City of Burlingame reviewed and considered a Categorical Exemption under Section 15301 (e)(1) (Class 1, Existing Facilities) for the Project; and NOW, THEREFORE, the Planning Commission of the City of Burlingame does here by resolve, find, determine and order as follows: SECTION 1: The project is Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (e)(1) (Class 1 — Existing Facilities) 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. SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission to grant Design Review, Variances and Special Permits upon making certain findings. The Planning Commission finds the following: DESIGN REVIEW FINDINGS (BMC SECTION 25.68.060(H)) The project is consistent with the General Plan and is in compliance with all applicable provisions of Title 25, all applicable design guidelines, all other City ordinances and regulations, and the standards established in BMC Section 25.68.060 (C). The proposed additions to the single -unit dwelling are consistent with the General Plan designation of Low Density Residential and the dwelling is in compliance with all applicable provisions of Title 25; the proposed dwelling is consistent with the design guidelines; that the mass and bulk of the proposed structure with the third story at the center of the dwelling footprint is in scale with the lot and in relation to neighboring properties, and that architectural details including matching stucco window trim for both stair windows at the front elevation, wood corbels, inset real wood windows with simulated divided lights and wood sills, and hipped roof forms are consistent with the existing low -profile Spanish design of the single -unit dwelling. 2. The project will be constructed on a parcel that is adequate in shape, size, topography, and other circumstances to accommodate the proposed development. The project will be constructed on a parcel that is adequate in shape, size, topography, and other circumstances to accommodate the proposed development as shown on the proposed plans. DSR24-0019 PC/01 /13/2025 Page 1 Docusign Envelope ID: 7E716A96-6F42-4B2C-953D-5670C1D8C89D 3. Required Finding: The project is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property. The project is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property because the project complies with side and rear setbacks, lot coverage, floor area ratio, and off-street parking requirements (with Variances for front setbacks and Special Permits for building height and declining height envelope). VARIANCE FINDINGS (BMC SECTION 25.84.030) A. There are exceptional or extraordinary circumstances or conditions applicable to the property involved that do not apply generally to property in the same zoning district. There are exceptional or extraordinary circumstances or conditions applicable to the property involved that do not apply generally to property in the same zoning district in that the subject property has an angled front property line and the existing original front setbacks are nonconforming and the proposed additions are aligned with the existing nonconforming setbacks, and where building second and third floor additions to meet the average of the block would result in a less cohesive design for the structure. Given the varied property shapes and sizes on this block, the required front setback average calculation does not result in a typical setback as you walk the block and that the proposed front setback Variances lead to a better design for the residence. B. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant, and to prevent unreasonable property loss or unnecessary hardship. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant, and to prevent unreasonable property loss or unnecessary hardship in that it allows the dwelling to be expanded in a reasonable manner without having to build further into the backyard which has a substantial slope leading to a creek. C. The granting of the application will not be detrimental or injurious to property or improvements in the vicinity and will not be detrimental to the public health, safety, general welfare or convenience. The granting of the application will not be detrimental or injurious to property or improvements in the vicinity and will not be detrimental to the public health, safety, general welfare or convenience in that the additions are no closer to the street than the existing front setbacks to the first and second floors. D. That the use of the property will be compatible with the aesthetics, mass, bulk, and character of existing and potential uses of properties in the general vicinity. That the use of the property will be compatible with the aesthetics, mass, bulk, and character of existing and potential uses of properties in the general vicinity in that the project includes expanding an existing single -unit dwelling and the project is designed and will be finished with materials to complement the existing dwelling. DSR24-0019 PC/01 /13/2025 Page 2 Docusign Envelope ID: 7E716A96-6F42-4B2C-953D-5670C1D8C89D SPECIAL PERMIT FINDINGS (BMC SECTION 25.78.020(B)) The blend of mass, scale and dominant structural characteristics of the new construction or addition are consistent with the existing structure's design and with the existing street and neighborhood. The blend of mass, scale, and dominant structural characteristics of the additions are consistent with the character of the existing dwelling in that the proposed third floor addition is centered in the building footprint and that the existing and proposed plate heights are minimal and result in reasonable massing for the dwelling that complements a neighborhood with diverse dwelling styles. 2. The variety of roof line, facade, exterior finish materials and elevations of the proposed new structure or addition are consistent with the existing structure, street and neighborhood. The variety of roof line, facade, exterior finish materials, and elevations of the proposed additions are consistent with the existing street and neighborhood in that the added height of V-2" over the maximum allowed 30 feet applies to only a small ridge portion of the proposed hipped roof for the third floor and that this encroachment is at the center of the existing dwelling footprint and the center of the property, and is therefore at the furthest point from neighbors. 3. The proposed project is consistent with the residential design guidelines adopted by the city. The proposed project is consistent with the residential design guidelines adopted by the City in that the proposed structure is compatible with the requirements of the City's design review criteria. 4. Removal of any trees located within the footprint of any new structure or addition is necessary and is consistent with the city's reforestation requirements, and the mitigation for the removal that is proposed is appropriate. There are no trees proposed to be removed. SECTION 3: The Planning Commission of the City of Burlingame after conducting the public hearing HEREBY APPROVES DSR24-0019 subject to the following conditions: CONDITIONS OF APPROVAL that the project shall be built as shown on the plans submitted to the Planning Division date stamped December 16, 2024, sheets A1.0- A7.5, and Boundary and Topographic Survey dated August 2, 2024; 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 (level of review to be determined by Planning staff); 3. that any changes to the size or envelope of the first, second, or third 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; DSR24-0019 PC/01 /13/2025 Page 3 Docusign Envelope ID: 7E716A96-6F42-4B2C-953D-5670C1D8C89D 5. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 6. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; 7. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 9. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first -floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; 12. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. SECTION 4: The approval of Design Review, Front Setback Variances, and Special Permits shall be subject to revocation if the applicant fails to comply with the conditions listed herein at any time. If, at any time, the Community Development Director or Planning Commission determines that DSR24-0019 PC/01 /13/2025 Page 4 Docusign Envelope ID: 7E716A96-6F42-4B2C-953D-5670C1D8C89D there has been or may be a violation of the findings or conditions of this approval, or of the Zoning Regulations, a public hearing may be held before the Planning Commission to review this approval pursuant to Zoning Regulation Section 25.88.050. At said hearing, the Planning Commission may add conditions, or recommend enforcement actions, or revoke the approval entirely, as necessary to ensure compliance with the Zoning Regulations, and to provide for the health, safety, and general welfare of the community. PASSED AND ADOPTED this 13th day of January 2025. sleaN WIEVmab Chairperson I, Walker Shores, 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 13th day of January 2025 by the following vote: Nb6er SH�F-es Secretary Exhibits: Exhibit A - Project Plans dated December 16, 2024 AYES: COMAROTO, HORAN, LOWENTHAL, PFAFF, SCHMID, SHORES, TSE NOTES: NONE ABSENT: NONE DSR24-0019 PC/01 /13/2025 Page 5 CODE COMPLIANT VERTICAL ADDITION fOR THE SCOPE OF WORK tfie'I1 ,�_,_I ; _ "" j THESE PLANS ARE TO COMPLY WITI1 TI1E FOLLOWING CODES .Of "° BUILDING CODE 2022 EDITION CALIFORNIA RESIDENTIAL CODE 2022 EDITION CHUDNOVSY ICESIDENCE 1 FLOOR BEDROOM AND BATHROOM; ACoruction 0 e; 0 � CALIFORNIA ELECTRICAL CODE 2022 EDITION 2319 A EA5TON DRIVE BURLINGAME, CA" EXTEND UDY ROOM CONVERT TO BEDROOM; 5olution5 �' CALIFORNIA MECHANICAL CODE 2022 EDITION1. 3RD FLOOR - VERTICAL ADDITION CONSISTING OF °° CALIFORNIA FIRE CODE 2022 EDITION - - - I`°" CALIFORNIA PLUMBING CODE 2022 EDITION MASTER BEDROOM, BATHROOM AND CLOSETS; 2. PROVIDE (N)PLUMBING, ELECTRICAL AND HEATING FOR (N) BATHROOMS 1 465 B3y5hore Blvd. Suite 229 BURLINGAME MUNICIAO CODE, ETC, LEGAL DESCRIPTION : APN: 0271 54100 AND BEDROOMS, UPGRADE EXISTING ELECTRICAL AS NEEDED; San Francisco, CA 94 124 " ALL OTHER STATE, MUNICIPAL AND LOCAL _ f ORDINANCES, CODES, RULES AND REGULATIONS LOT 13, BLOCK 57, EASTON No.6 3. REPAIR AND ADD ROOFING TO MATCH EXISTING; 4. PROVIDE EXTERIOR STUCCO PATCH, TRIM AND PAINT TO MATCH EXISTING. v v zo t A0 1 2 154 � � DEFERRED PERMIT APPROVAL: FIRE SPRINKLER SYSTEM // O DELTA 3 - FLANNING REVIEW NO EXCAVATION OR FOUNDATION WORK IS REQUIRED. BUILDING FOOTPRINT TO REMAIN UNCHANGED. B /// AVE � �, PROPOSED WATER LINE W/ DBL. ,'�' JAI s: ° wop�� �$'°�� �� r '' v .y 5 BACKFLOW PREVENTION DEVICE ,�i' 85.3 ww 8G.7 gi / ten" g„ '' T.O.C. // ti.- �65.3+90.0G= 1 5 of_15 88.2 F I P HAIN LINK FENCE I° Llaw �� °� 2� m ___ €N� " � 86 . 63 /i �.- fly C' �� _ 5---- ltRCFE � s� � • ---- X �� -- X �� -- X ---- --- 84.9 x ��-- X -� --- X --�� - X -�� --X-- �� - --- - ---- X - ��- X ---- -- 9 I �--��- X --�� X --��Tx_-�� X ---- �i k s _ / / �Q L 1ti�A� - I �° °A°LL: = - - F I 91.4 �F CAQl o F F� VICINITY �o`� I %, - - °IV�,� S, °��c0 /� , O LANDSCAPING wALL OUTDOOR x � 5uaJecT � ■ ■ � � //� '/ ' I1 T , /3 PROPERTY t '=r. _ • r• /, \ e ,/ @J ifiC• rf' / / /' c r KITCHEN X J d�I �,p{�,�vyyY� fff / \ �� // / I POOL 'l�l� LANDSCAPING WALL �f SMIf ADDITIOAf Add . O ,far /' V 3 • � o°�I I EASTON ADDITION ADD/TlON rt _RsAe _d1� CURB /� / i' \ I -- 1190 Q. FT. ♦ \ B i o I - P ---- -----R 1 - POO L--- OI�yP� I QP� � '�G ROOF /// I II � C)z � AVE. ELEVATION ,'' / / ''' Teyc I I _ O D°, JQe� x L c U C) z 88.4 G E N GADEN / ----�-�-� / � /' V2 / / ` DND I I DRAWINGS ��// �'' �� /'74 �'� e / ;� EX15TI G 231 B ROO C'71I u -� Q 0 �i - U �x� Z / _ U m -� F LAWN / D D �\ L.L. 'J // /' ...,..,.,.,...�� °°SF� O O- �i - - - - - POWER AREA � �_ I D• � / ' BELOWALL � OWN/ SLOPE LL (� POLES / / / G '9y��ROSE I / r GARDEN I o / O ,�'C.O../ RAINAGE _ 1 DISSIPATER 2 _ ° � � / � 31.6 P, -/--- - --�---�'�°� ` ` V 1 � AREA ' DRAIN � ��° I ,�'``�eP --� o / TRUE � �y� / 1 G / / Quo sI O / I9 T.O.BANK / __�RS-����s--------------------- I�PVC 4RAIN PIPE ROOF (1� I DISSIPATER 1RAINAGE o / 20X9 PARKING ADD3ISS / , PLAQUE / -----Dz �_______/ I ISER GUTTER - 4 P LOWER IF L LEGEND Q_ W O __ _ - ,---------------------- _�__����-� _ALTO- - T./ / I �� 6 / `� ' \ ADU QD �P r� ----X-----X-----X--- X----X---- X ---X-----X-----X-----X---2�---X-----x-----X-----x-----X-----x--- �ro / 87 -- !- r- r- - - - - - 84.28 X --,� --- - - Z a 3 J RETAINING o N WALL �- I o ����� I 1 IJ_ Z 15'88.4+70 =79 2 (E) ELECTRICAL PANEL 9 2 � 180' / V✓ 14'GASLINE P. L WOOD FENCING 83 70 I ST FLOOR QD QQ 4 VV 59.0 � o Z U / MAILBO / 2319B 2ND FLOOR W NOTE: ALL ROOF DOWNSPOUTS TO BE V I - V3 FRONT SET BACK VARIANCE LOCATIONS @CORNERS SITE PLAN EXISTING 3RD FLOOR y 1 O >< cz / CONNECTED TO (E) PVC DRAINAGE W � PIPING UNDERGROUND. SCALE: 1/8" = 1'-O" ZONONG INFORMATION DESCRIPTION R- I ZONING EXISTING PROPOSED DRAWNGNDEX REVISIONSD 9117/24 LEGEND: OWNER: STAN CHUDNOVSKY 2 I 0 28 2 0 / / 4 NUMBER Of5TOKIES 2 3 USE SINGLE FAMILY SINGLE FAMILY A1.0 SITE PLAN & PROJECT INFORMATION PROPERTY LINE 2319 EASTON DRIVE BURLINGAME, CA 94101 FLOOR AREA RATIO 32% + 1100 5F=5700 SF 15T FLOOK = 1,970 SF 15T FLOOR = 1,970 SF GARAGE= 385 SF GARAGE = 385 SF A1.1 LANDSCAPING PLAN & BMP INFORMATION (E) CONCR. RETAINING WALLS PROJECT CONTACT: ALEX VOLODARSKY 2ND FLOOK = 1 ,4G5 SF 2ND FLOOR = 1 ,4G5 + G20 = 2,085 SF A1.2 BUILDING AREA CALCULATIONS (E) BUILDING OUTLINE ADEPT CONSTRUCTION SOLUTIONS, INC 3RD FLOOR = 0 SF 3KD FLOOK = 0 SF + GOO SF = GOO SF A1.3 E FIRST FLOOR PLAN REFERENCE ONLY 1485 BAYSHORE BLVD., SUITE 133 ADU G40 SF ADU = G40 SF A1.4 (E) SECOND FLOOR PLAN (E) WOOD DECKING SAN FRANCISCO, CALIFORNIA 94124 =4,4GO SF / 14,375 SF = 3 1 % FAR = 5,700 ALLOWED = 5,G90 / 14,375 SF = 39% (BELOW 5,700 SF) A1.5 SELECTIVE DEMOLITION PLAN - INTERIOR (E) TILED POOL DECK 415 302-1712 () A1.6 SELECTIVE DEMOLITION - ELEVATIONS DRAWN A.V. (415) 602-2290 LOT COVERAGE 40% ALLOWED MAIN HOUSE = 2,355 SQ UNCHANGED A2.0 PROPOSED SECOND FLOOR PLAN SCALE A5 SHOWN C __1 (E) 5-FOOT STUCCO FENCE - - - - PROJECT DATA: ADU = G40 SF A2.1 CONSTRUCTION SEQUENCE DIAGRAM DATE 7/20/24 CALCULATIONS POOL DECK = 1, 190 SF A3.0 NEW THIRD FLOOR PLAN FILE No. X---- X --- (E) FENCING PROJECT NAME: 2319 A EASTON DRIVE ADDITION UPPER PATIOS = 595 SF All ELEVATIONS -FRONT w DOMESTIC WATER LINE PROJECT ADDRESS: 2319 A EASTON DRIVE, BURLINGAME, CA APN: 027154100 LOWER PATIOS= WOOD DECK = 453 SF 000/2=300 SF NOTE: (2)STORM WATER DISSIPATER EXISTING A3.2 ELEVATIONS -LEFT SIDE - -S- - SEWER LINE PROJECT TYPE: RESIDENTIAL DWELLING TOTAL = 5,013 SF = 39% UNCHANGED A3.3 ELEVATIONS - RIGHT SIDE G GAS LINE OCCUPANCY: R-3 A3.4 ELEVATIONS -BACK IMPERVIOUS SURFACES ROOF TO BE REMOVED = I GGO SQ.FT. ROOF TO BE REPLACED = I GGO SQ. IT. E ELECTRICAL MAIN FEED ZONING: R-1 CONSTRUCTION TYPE: V-B A3.5 ROOF PLANS @FRONT RENDERING BUILDING SETBACK FRONT I ST 2ND AND 3RD 1 51-011 201-011 SEE SITE PLAN UNCHANGED -----f ------ SPRINKLER MAIN LINE TO ADU LOT SIZE: 14,375 SQ. FEET (.33 ACRE) A3.6 A7.0 PERSPECTIVES WINDOW SCHEDULE & SECTIONS - .C.- - - - @ PVC DRAIN PIPE ROOFS &SURFACE SIDE 71-011 8'-311 LEFT G'-3'' RIGHT 6-3` LEFT 7-0RIGHT o DOWNPOUT AREA BACK 201-011 5G' 50 A7.1 REFLECTIVE CEILING PLAN TO DRAIN PIPE DRAIN A7.5 EXTERIOR FINISHES DIAGRAM 23'-7'' AVERAGE BLOCK SETBACK V I - V3 VARIANCE LOCATIONS @ CORNERS A8.0 GENERAL NOTES - MEP T-1 SURVEY PARTIAL FRONT & ELEVATIONS BUILDING HEIGHT 30'-011 221-711 311-311 NOTE: ALL TREE PROTECTION MEASURES ARE TO BE IN PLACE PRIOR TO 86±77 Z7 p COMMENCEMENT OF ANY CONSTRUCTION; 8G.G3 I ALL PROTECTED TREES, STREET TREES, AND REQUIRED LANDSCAPE o, -- — - — - Construction Solutions TREES ARE TO BE MAINTAINED IN GOOD CONDITION FOR THE `� a -�0 DURATION OF THE CONSTRUCTION IN ORDER TO PASS lk � G 1485 Bayshore Blvd. Suite 229 PARKS FINAL INSPECTION. 18 1411 4811 2211 San Francisco, CA 941 24 ALL EXISTING LANDSCAPE FEATURES TO REMAIN OR BE REHABILITATED. I NATURAL °° TILE DECK VEG. NO GRADING OR EXCAVATION IS TO BE PART OF THIS CONSTKUCTION PROJECT. o DRAWINGS 20 24" STON E ALL TREES SITUATED ON CITY PROPERTY ARE TO BE PROTECTED PATIO LA OF z A DURING CONSTRUCTION THAT MAY CAUSE DAMAGE. ��0�' POOL 0 W \ PINE TREE GK VE 0 SEE DETAIL 6 FOR PROTECTION MEASURES o� T.O.C. 67.85 j '. \ 200 U -- 2 C , LEN �� ---_ - -- D NATURAL �/� ��' \z / VEG. z �- GAR /-III MAIN m TREES TO BE PROTECTED O ll_.l 18" ENTRY Q � DURING CONSTRUCTION U .... —J Q QQD FLOOR LEGEND �,opoa R . '. ; : Q W 1 0 o�qo d p_a`+'+'±; LOWER o o a z 0 0 0 00 p°� ©° aa.'-' PATIO a� Q oq f a .................... v o° o ....... o°d U _� I ST FLOOR p�o INTERIOR _ _ ° a�CIZ Q 18'" D90 ROSE GARDEN SUCCULENT_ a goy o� o p 0 a o� M GARDEN + a �o LL N (o 2ND FLOOR :A�IL� 1�REE $ �® 60�� NATURAL I 0 o o POWER \\� ° {Q ° a 2 VEG. ° W _ /� \\ 3 POLE 60/iI 10"0 P+'+++++'+'+++++'+'+++++ + °° e o a 1 8 3RD FLOOR L� o a \LOWER \ PAVER/GRAVEL GROUND COVER 0 90.06 / �� SLOPING 2 OQRoFESSjo UPPER AREA �Q� aPM K�Fy�9r� WOOD DECK 3 NATURAL No. 0 21�9 Z DRIVEWAY PAVERS m \� EA ON VEG.p.� m z EEK ° FLAT AREA MANHOLE �'�r Civil- / \ FOF CAUF�Q NATURAL (E) SURFACE WATER Tt VEG. 3 4" PVC PIPE DISSIPATER 10°- - /+: + =o. (APPROVED AND INSTALLED UNDER P /I PREVIOUS PERMITS) z ° v o n� a QQ z 0 89.89 0 �o d p p a I NATURAL � � P tS. 2 - ��qo EX15TI NG LANDSCAPING DIAGRAM VEG. —� Q , v c�� OPppoO�®�_- o a �o ° d° A I I- �► TREE INDEX I TREE NUMBER r ;,D-- Q 0 # COMMON NAME 50TANICAL NAME U - z o ° ro Q 1. I-lawthorn ( Crataegu5 Monogyna) z 2. Flowering Cherry Tree (Cer35u55errulata) Q D_ 3. Flowering Cherry Tree (Cer35u5 5errulata) 21 ryl 4. Palm Tree (Arecaceae) 4 5 5 . Palm Tree (Arecaceae)� VIEW FROM EAsroN DRIVE {{ G. Pam Tree (Arecaceae) w I 7. Green Ja ane5e Ma le Tree (Ater Palmatun) 13 8. Flowering Cherry Tree (Cera5u5 5errulata) � I 2 1 9. Avocado Tree (Per5ea Americana) 4 8 10 10. Saucer Magnolia Tree (Magnolia x 5oulangeana) 1 1 . California Coast Live Oak Tree (Quercu5 agrifolia) �.`..,, REVISIONS 0 9/ 17/24 2. California Coast Live Oak Tree (Quercus Agrifolla) 10/26/24 13. Yucca Tree (Yucca aloifolia) "14. POdOCarpUS tree (POdOCarpUS MacrophyllUS) 2 VIEW FROM SIDEWALK VIEW FROM SIDEWALK 15. California Coast Live Oak Tree (Quercu5 Agrifolia) 16 Bay Laurel Tree (Lauru5 Nobili5) , 4 j . 17 Bay Laurel Tree (LaurU5 Nob11 i5) DRAWN a V. ... 18. Catalina Cherry Low Branch Tre (Prunu5 Ilicirolia) w."__. SCALE As srlowN elver M cer ) 9 S aple Tree (A Sacchar u in m DATE `' 7/20/24 - 20. Japanese Maple Tree (Acer Palmatun) •: FILE No. U "Im JI 3 4 2 I I I I G 21. Magnolia Tree (Magnolia Grandiflora) 2 r, U4 VIEW FROM BACKYARD ST FLOOR (E) AREA CALCULATION 2ND FLOOR (E) AREA CALCULATION MAIN BUILDING (E) AREA CALCULATIONS 2ND FLOOR PROPOSED AREA CALCULATION (N) 3RD FLOOR AREA CALCULATION MAIN BUILDING PROPOSED AREA CALCULATIONS TO BE REMOVED REMOVED - 380+500+780 = I GGO 5Q. FT. TO BE INSTALLED: 2ND FLOOR ROOF = 380 + 500 = 580 5Q. FT. (N) 3RD FLOOR KOOF = 780 50. FT. TOTAL TO BE INSTALLED = I GGO 5Q. FT. NET CHANGE IMPERVIOUS SURFACE = 0 )FES M CC � No. C fi21 z * Exp. G��6� 3 o u 5 Q. fT�I �I IMPERVIOUS ROOF REPLACEMENT DIAGRAM o ap o � 40 4 0 � 4 0 44 a oD °o 17 0 0 4 4 ��, 5T FLOOR 1 ,970 + 0 ADDED = 1,970 5Q. - FT. STRAPTIE vv vvvC SLATS O ST FLOOR 1,970 SQ. FT. 2ND FLOOR I ,465 + 620 ADDED = 2.085 SQ. FT PLAN VIEW 2ND FLOOR I ,465 SQ. FT. 3RD FLOOR 0 EXISTING+ G00 ADDED = G00 SQ. FT GARAGE 385 5Q. FT. GARAGE 385 SQ. FT. TOTAL AREA UNDER ROOF: 3,620 5Q. FT. 6 TEMPORARY TREE PROTECTION NEW TOTAL AREA TO BE ADDED UNDER ROOF: = 5,040 SQ. FT. NEW TOTAL AREA TO BE ADDED = 1,220 5Q. FT. TEMPORARY TREE PROTECTION JUTE BLANKET 0 �± Construction 5olution5 1485 Bayshore Blvd. 5uite 229 San Francisco, CA 94124 REVISIONS 0 9/ 17/24 0 10/28/24 DRAWN A.V. SCALE AS SHOWN DATE 7/20i24 FILE N o. z �L i 2 3 3.5 I I (N)2kD FLOOR LINEiABOVE ---------------------- ------- LIBRARY \ FIREPLACE I POWDEP\, 0 \ 20' SETBACK LINE \ FI REP REF. I L I 11VING RM. 231_711 \ S TBAC K \ I N (::2 3 3.S ■ G5'-7" 0 d7c=7 4 5 6 EXISTING WALLS Construction 5olution5 TO REMAIN 1485 Bayshore Blvd. 5uite 229 San Francisco, CA 941 24 '-7" 1 1 0 0.21% ENTRY F. F 86.9 ■ DININD \ COATYARD WAL\ 1 1 /4" WATER MAIN 3/4" GAS MAIN 4 TV ROOM UP KITCHEN MEDIA RM 51DE ENTRY 0 L77E)20-MIN. DOOR 18' \ 2-CAR GARAGE _ (E) I -HOUR RATED CEILING IN GARAGE TO KEMAI N \ \LL UP SECTIONAL WOOD DOOR 150 A P ELECTRICAL MAIN PANEL P L NO WORK ON TM15 FLOOR INCLUDED IN THIS PERMIT APPLICATION EXISTING I ST FLOOR PLAN SCALE: 114" = I '-0" REVISIONS 0 9/ 17/24 0 10/28/24 DRAWN AN. SCALE As 5110wN DATE 7/20/24 FILE No. SETBACK G5,_ 60'-0" G'-3" TO P.L. (E) SETBACK im PI L REMOVED TO EX15T1 NG WALLS TO REMAIN WALLS TO BE REMOVED 0 Construction Solutions 1485 Bay5hore Blvd. Suite 229 San Francisco, CA 941 24 F�F CAUf�� � � A 0 BATH B O 11J =;i �3ATH\ / C�j c U O �--► QD \ / Q N \ \ / cz N CID \ BEDROOM II / (E) 2ND FLOOR PLAN SCALE: I /4" = I '_0" m REVISIONS Q 9/17/24 0 10/28/24 DRAWN AN. SCALE A5 5h0wN DATE 7/20/24 FILE N o. LIBRARY JE CHIMNEY TOP COVER FLASHING NOTE: u 10 COVERED TERRACE LIVING FM. PLANS MUST BE SUBMITTED TO BUILDING DIV15ION FOR PLAN REVIEW, COMPLETED SUPPLEMENTAL DEMOLITION PERMIT APPLICATION TO BE PROVIDED. DEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A BUILDING PERMIT 15 155UED FOR TH5 PROJECT (E) GROUND FLOOR CEILING DEMO SCALE: 1 /81' = I '-011 SELECTIVE DEMOLITIONS - ROOf SCALE: 1 /811 = 11-011 ENTRY u E 115 15TING U 5TAC K )WER ) REMAIN DN KITCHEN MEDIA RIM SIDE Lo ENTRY N im GENERAL NOTES REMOVE CEILING SHEATHING IN TH 15 AREA ENGINEER OF RECORD TO REVIEW ANY DRAWINGS AND CALCULATIONS FOR TEMPORARY SHORING. cc NO EXCAVATION OR GRADING 15 INCLUDED IN THE 5COPE OF WORK FOR THIS PROJECT AND NO SUCH WORK 15 AUTHORIZED WITHOUT REV1510N AND APPROVAL OF SUCH WORK BY ENGINEER AND BUILDING DEPARTMENT. APPLICABLE REGULATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING CODES AND APPLICABLE REGULATIONS AT LOCAL, STATE AND FEDERAL AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2 PERMITS & APPROVALS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS REQUIRED FROM LOCAL AND STATE AGENCIES TO PERFORM PROJECT. 3 RESPONSIBILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. THIS INCLUDE BUT SHALL NOT BE LIMITED TO SCHEDULE, MEANS & METHODS, SEQUENCES, SAFETY PROCEDURES AND WEATHER PROTECTION. 4 SUBCONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF SUBCONTRACTORS AND SHOP DRAWINGS APPROVED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. 5 QUALITY OF WORK COMPLETED WORK SHALL BE EQUAL OR BETTER THAN ACCEPTED STANDARDS OF TRADE. 6 EXISTING CONDITIONS CONTRACTOR SHALL FIELD VERIFYING EXISTING SITE CONDITIONS, BUILDING CONDITIONS AND DIMENSIONS BY DETAILED INSPECTION PRIOR TO BID AND COMMENCEMENT OF WORK. NOTIFY ARCHITECT IF EXISTING CONDITIONS ARE INCONSISTENT WITH CONSTRUCTION DOCUMENTS. 7 CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES AND EXISTING IMPROVEMENTS DURING BUILDING CONSTRUCTION. THIS INCLUDES ADJACENT BUILDINGS, HARDSCAPE , LANDSCAPE, UTILITIES, ETC. 8 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH APPROPRIATE AGENCIES PRIOR TO THE COMMENCEMENT OF WORK. THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN ON THE PLANS. UTILITY LOCATIONS SHOWN ON PLANS ARE BASED ON INFORMATION AVAILABLE AND APPROXIMATE. 9 DRAWINGS AND SPECIFICATIONS CONTRACTOR SHALL COORDINATE DIMENSION SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES 10 BUILDING DIMENSIONS NEW CONSTRUCTION: DIMENSION ARE FOR FACE OF STUD, FACE OF CONCRETE UNLESS OTHERWISE NOTED EXISTING CONSTRUCTION / RENOVATION: DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. 11 DO NOT SCALE DRAWINGS. SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. LINE MOVE ROOFING MOVE RAFTERS ID 5HEATHING 15 AREA i i (E) 2ND FLOOR SELECTIVE DEMOLITION Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Earthmoving Spill Control ho Moe Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Schedule grading and excavation work during dry weather. ❑ Perform major maintenance, repair jobs, and vehicle ❑ Stabilize all denuded areas, install and and equipment washing off site, maintain temporary erosion controls (such ❑ If refueling or vehicle maintenance must be done as erosion control fabric or bonded fiber onsite, work in a bermed area away from storm drains matrix) until vegetation is established. and over a drip pan or drop cloths big enough to collect ❑ Remove existing vegetation only when fluids. Recycle or dispose of fluids as hazardous waste. absolutely necessary, and seed or plant ❑ If vehicle or equipment cleaning must be done onsite, vegetation for erosion control on slopes clean with water only in a bermed area that will not or where construction is not immediately allow rinse water to run into gutters, streets, storm planned. drains, or surface waters. ❑ Prevent sediment from migrating offsite ❑ Do not clean vehicle or equipment onsite using soaps, and protect storm drain inlets, gutters, solvents, degreasers, or steam cleaning equipment. ditches, and drainage courses by installing and maintaining appropriate BMPs, such Spill Prevention and Control as fiber rolls, silt fences, sediment basins, ❑ Keep spill cleanup materials (e.g., rags, absorbents and gravel bags, berms, etc. cat litter) available at the construction site at all times. ❑ Keep excavated soil on site and transfer it ❑ Inspect vehicles and equipment frequently for and to dump trucks on site, not in the streets. repair leaks promptly. Use drip pans to catch leaks until repairs are made. Contaminated Soils ❑ Clean up spills or leaks immediately and dispose of ❑ If any of the following conditions are cleanup materials properly. observed, test for contamination and ❑ Do not hose down surfaces where fluids have spilled. contact the Regional Water Quality Use dry cleanup methods (absorbent materials, cat Control Board: litter, and/or rags). Unusual soil conditions, discoloration, ❑ Sweep up spilled dry materials immediately. Do not or odor. try to wash them away with water, or bury them. Abandoned underground tanks. ❑ Clean up spills on dirt areas by digging up and Abandoned wells properly disposing of contaminated soil. Buried barrels, debris, or trash. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stonnwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping x ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal 4 Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. 0 Aon5td=—= ructlon 5olut1on5 1485 B3y5hore Blvd. 5u1te 229 San FranG15GO, CA 941 24 z O �__ cn I w O � :�i O W z o J w U u-J W QD W REVISIONS 9/ 17/24 0 10/28/24 DRAWN AN. SCALE A5 5HOWN DATE 7/20/24 FILE N o. PL BACK STUDY BASE LINE CAP REMOVE STUCCO EXTEND CHASE TO (N)ELEVATION 2'-0'' ABOVE ROOF REMOVE ROOF TILE AND STORE FOR REUSE REMOVE ROOF RAFTERS AND BLOCKING TH15 AREA FOR 3RD FLOOR ADDITION n u REMOVE ROOF RAFTERS AND BLOCKING TH15 AREA FOR 3RD FLOOR ADDITION --------------- --------------- L T.O. ROOF REMOVE ROOF TILE AND STORE FOR REUSE REMOVE ROOF RAFTERS AND BLOCKING THIS AREA FOR 2KD FLOOR ADDITION F.F. 2ND FLOOR i i ��IT.O.15T FLOOR PL SELECTIVE DEMOLITIONS - NORTH ELEVATION q SELECTIVE DEMOLITION - EAST ELEVATION - BEAR SCALE: 1 /6" = I '-0" A I .6 SCALE: 1 /8" = 1 '-0" FFT71 ILLJ REMOVE ROOF TILE AND STORE FOR REUSE REMOVE ROOF RAFTERS AND BLOCKING THIS AREA FOR 3KD FLOOR ADDITION Qa T.O. ROOF REMOVE ROOF TILE AND STORE FOR REUSE REMOVE ROOF RAFTERS AND BLOCKING THIS AREA FOR 2RD FLOOR ADDITION - --e F.F. 2ND FLOOR IL 3.5 SELECTIVE DEMOLITION WEST ELEVATION -FRONT SCALE: 1 /8'' = I '-0" F.F. I5T FLOOR SELECTIVE DEMOLITIONS - SOUTH ELEVATION SCALE: 1 /8" = 1 '-0" T.O. ROOF F.F. 2ND FLOOR F.F. 15T FLOOR ?QpfESS G M KCco fiY�gf c5 No. C 621 z w Exp. t 9r CIVIL FOF CAdiF NOTE: SELECTIVE DEMOLITION SHOWN 15 A DIAGRAM IDENTIFYING APPROXIMATE LOCATIONS OF FEATURES TO BE REMOVED AT EXTERIOR WALLS AND ROOFS SURFACES. SEE FLOORS PLANS TO VERIFY ALL DEMOLITION WORK. 0 Construction Solutions 1485 B3y5hore Blvd. Suite 229 San Francisco, CA 941 24 z O Q W J W REVISIONS A 9/ 1 7/24 0 10/26/24 DRAWN A.v. SCALE A5 5HOWN DATE 7/20/24 FILE N o. NOTE 2 3 3.5 4 5 WORK ON 2ND FLOOR 15 p 0 q 4 EX15T1 NG WALLS A550CIATED WITH CONSTRUCTING ADDITIONAL SPACES. qD TO REMAIN SAID WORK MAY INCLUDE REMOVAL OF CEILING 2 AREAS TO PERFORM MECHANICAL AND ELECTRICAL A3.4 WORK TO 2ND FLOOR AKEA5. WORK MAY INCLUDE 7771 NEW WALL5 TEMPORARY BRACING OF CEILINGS ABOVE DURING DEMOLITION ON 2ND FLOOR OR ROOF AREAS. PATCHING AND PAINTING TO BE PERFORMED A5 NEEDED TO REPAIR ANY OPEN AREAS REQUIRED 24" FOR STRUCTURAL, MECHANICAL, ELECTRICAL OR OVERHANG n I FIN15H WORK GENERALLY PERFORMED. fLU 5TAC TO REMAIN DBL. SWING FRENCH WINDOW PROPOSED 2ND FLOOR PLAN OFFSET (N) WALL -EXISTING ROOF PORTION TO REMAIN G' l-_l/ lalfffaimS 8" TYPE X DRYWALL (TYP) GUEST DOOM SECTION .qHFFT NnTF.q ALL PLAN DIMENSIONS TO FACE OF ROUGH FRAMING, PACE OF CONCRETE, OR CENTER LINE OF STEEL, U.O.N. ALL SECTION AND ELEVATION DIMENSIONS TO FINISH FLOOR. ALL WOOD FRAMED EXTERIOR WALLS TO BE FRAMED WITH 2X6 U.O.N. INTERIOR WALLS TO BE FRAMED WITH 2X4 U.O.N. REFER TO WALL TYPES TAGS FOR EXCEPTIONS. Construction Solutions 1485 Bay5hore Blvd. Suite 229 San Francisco, CA 94124 REVISIONS iQ 9/17/24 02 10/28/24 A 1 2/ 10/24 DRAWN AN. SCALE A5 5110WN DATE 7/20/24 FILE N o. CONSTRUCTION SEQUENCE . DEMO * CLEAR AREA 1 2. COMPLETE FRAMING AREA 1 3. DEMO * CLEAR AREA 2 4. COMPLETE FRAMING AREA 2 5. INSTALL H VAC AND MEP IN -WALL AREA I * AREA 2 G. INSTALL INSULATION AND DRYWALL AREA I � 2 7. INSTALL R001=5 AREA I * 2 6. COMPLETE AND ENERGIZE AREA I AND 2 9. DEMO * CLEAR AREA 3 10. PROCEED WITH REMAINING WORK AREA 3 1 1. COMPLETE * ENERGIZE AREA 3 OOf LINE EXISTING 2ND FLOOR PLAN 2. I SCALE: I /8" = I 1_0" SEE A2.0 � A3.0 FOR FLOOR PLANS PROPOSED 2ND FLOOR PLAN 2. 2 SCALE: 1 /8" = 1 '-0" LEGEND 0 AREA 3 I EXISTING WALLS NEW WALLS ADDITION AREA MASTER BEDROOM GOO SQ. FT wio D 0 c z LG�Kl - WALK IN CLOSET L J L_—� PROPOSED NEW 3RD FLOOR PLAN 2.2) SCALE: 1 /8" = 1 '-0" �J CL- P A ruction 5olution5 1485 B3y5hore 51vd. 5uite 229 San Francisco, CA 941 24 ry U' W Q U p z W W o Cr�i CL_ OO z O � U z � O W REVISIONS A 9/ 17/24 0 10/28/24 DRAWN A.v. SCALE A5 5HOWN DATE 7/20/24 FILE N o. / B ND LOOK OOF r� i �- �EXGTING FLU STACK TOWER TO REMAIN MASTER BEDROOMN 490 5Q. FT. 2ND FLOOR ROOF --(::ff ) z 0 0 0 Q ry 0 0 0 z cV / 15T FLOOR ROOF BELOW / \ ROOF _ / TO REMAIN --------------------------------------------- - I ' , (N) 3RD FLOOR PLAN 3.0 EXISTING WALLS TO REMAIN NEW WALLS 1 ]I /Ni INTERIOR MASTER BDRM QApFESs�O , co No. C 621 z ku * Exp. C2��rn Ql CIVIL CF CAL►��P DK 86.91 (N) STAIRS TO 3RD FLOOR SECTION SCALE: 11411 = 1 '-01I 0 CL-p Construction Solutions 1485 Bayshore Blvd. Suite 229 San Francisco, CA 941 24 z O W � cl U � z Q O LLJ Q W z U m ry N CE) ll__I i z Q F) ry m W z REVISIONS 0 9/ 17/24 0 10/28/24 0 12110124 DRAWN AN. SCALE A5 5HOWN DATE 7/20/24 FILE N o. WOOD WINDOWS (TYP) ALL NEW WINDOWS TO MATCH (E) IN KIND (U.N.O.) DHE LEI=T SIDE NOTE: JEW STUCCO TO MATCh :XISTING TEXTUKE AND COLOF OGEE GUTTERS PAI WHITE 88.2----------- DHE LEFT SIDE 5PAN15H ROOF TILES (TYP.) OUTLINE OF PROPOSED 2ND FLOOR ADDITION / 5TAI N ED REMAIN (TYP) \ \ \ OUTLINE OF PROPOSED / \ 3RD FLOOR ADDITION OUTLINE OF PROPOSED 2ND FLOOR ADDITION IKVLL-Ur VVVVU GARAGE DOOR5 TO REMAIN T n PnnF 88.2 AVERAGE ELEVATION DHE FIGHT SIDE 88.4+ 70_79.2 EXISTING WEST ELEVATION - FRONT SCALE: 1 /4" = 1 '-0" T-n. RnnF - FRnNT FI F\/ATInN 86.2 AVERAGE ELEVATION F.F. I ST ELOOK 6G.9 1 PROPOSED WEST ELEVATION -FRONT SCALE: 1 /4" = 1 '-0" DHE FIGHT SIDE 0 ACon5tructlon Solutions 1485 Bay5hore Blvd. Suite 229 San Francisco, CA 941 24 z O p ry LL— z O O R/ Q W z J f— W cf� � w tf� W REVISIONS A 9i 1 7/24 0 10/28/24 A 1 2/ 10/24 DRAWN A.V. SCALE A5 511OWN DATE 7/20/24 FILE N o. OUTLINE OF PROPOSED \ 3RD FLOOR ADDITION \ \ \ �oYAM K(S�o�9 AC \ E G �Q �0P Fy �� ? d`9 0 \ 0 Exp . C 21 zzn 5PAN15H ROOF TILES \ Acc7 ruction Solutions \ * a (TYP.)�'9rF CIVIL .� 1485 Bayshore Blvd. Suite 229 OF CAL%F0 San Francisco, CA 941 24 INSET WOOD FRAME � � _ T.O. ROOF \ 1 10.5 FRENCH TYPE CASEMENT \ \ W1 TRUE DwIDERs 5: 2 PITCH I 5:2 PITCH v OGEE GUTTERS AINTED � � I �r_�`�_.� � I I ❑�� I, WOOD WINDOW WHI E (TYP.) \ \ FRAME WINDOW WOOD SILL FINISH CEILING 0 W STAINED GLASS WINDOWS TO REMAIN Q (N) WOOD WINDOWS (TYP) BALCONY y C�j 2 U ALL NEW WINDOWS TO MATCH (E) IN KIND (U.N.O.) BEYOND `\Tr`T _`fi �r di%i%>i f.f. 2ND I=LOOR N C� (D L 9 7. 1 ll_J z 3 WINDOW EXTERIOR (TYP.) SPANISH STUCCO WHITE (TYP.) 3.2 N CD IN o❑ ° LJ f . f . 15T I= LOO Rm 1 ❑ ii WATE MAIN EXISTING FRONT DRIVEAY / I 1 i AVERAGE ELEVATION NORTI-I ELEVATION - ESXISTI NG 3.2 SCALE: 1 /4" = 1 '-0" 5PAN15H ROOF TILES A (TYP.) G �J F o C E EXTENDED CHIMNEY BOX z W STUCCO TO MATCH (E) .0. ROOF - FRONT ELEVATION 0 0 \TII Tl�tt\TII Tl�5:2 PITCH (TYP) CZ GEE GUTTERS PAINTED r` WHITE (TYP.) _1 EXTENDED CHIMNEY BOX ;,;, ; ; ; CEILING 3RD FLOOR W STUCCO TO MATCH (E 5PAN15H ROOF TILES (N) (N) = z (TYP-) r` T.O. Roof ABOVE (N) FRONT 0 LLJ X Iy'y�,f�'jl��\>`f�I"Ir�,f�'jl��,`�"}I�>`f�I"Ir�,f�'{I��``�"JI>�f�"Ir` l\I `\I ,1, T,1, r1 1 \T--llr1 1 \Tr1 1 r, ; T,1, T,1 T,1 T,1 iI-❑,1rT Tr` r � \Tr1 1 \Tr1 1 \Tr1-� 1 \T-�r1-� � \T-1, � \T-1, ` ` GEE GUTT RS PAINTED f.f. 3ND fL00R f.f. I OG.4 (N) (N) DOWNSPOUT OGEE GUTTERS PAINTED QD PAINTED m LLJ (TYP) WHITE (TYP.) o = o = REVISIONS 0 9/ 17/24 wLLJ _ 10/28/24 z rr 1 2/ 10/24 f.f. 2ND fL00R N F.E. 97.1 ❑ ❑ 5PAN15H STUCCO DRAWN A.V. WHITE (TYP.) IN SCALE As srlowN DATE 7/20/24 FILE N o. E TRY EXISTING FRONT DRIVEAY f. f I ST FLOOR ❑ ❑ WATER MAIN 88.2 � 88 — AVERAGE 5G.9 I AVERAGE ELEVATION ----------- - - - - - - - - ELEVATION A302 2 NORTH ELEVATION - PROPOSED 3.2 5CALE: 11411 = 1 '-0" BUILDING WALLS OUTLINES PROPOSED ADDITION OUTLINES (N) PAINTED VERTICAL WOOD CLADDING (N) STUCCO TO MATCH EX15TING FINISH AND COLOR ,_,_,,,_,_ 5PAN15H ROOFING TILE - TO BE REUSED NEW WOOD FACIA TRIM PAINTED HHHHN EXTERIOR DECORATIVE IRON PLANTER n SOUTH ELEVATION - EXISTING SCALE: 1 /4" = 1 '-0" TO POWER POLE roYAI UTLINE OF PROPOSED \ 2ND FLOOR ADDITION 5PAN15H ROOF TILES (TYP.) OWN5POUT PAI NTED (TYP) OUTLINE OF PROP05ED 3RD FLOOR ADDITION T . 0 . ROCS F 1 10.5 FINISH CEILIN ff.f=. 2ND f =L 97.1 28 F.F. 15T FLOOf (5G.9 I W A T n P r)p FPnNIT FI F\/ATInnI m ■ AVERAGE ELEVATION 88.2 AVERAGE ELEVATION 0 Construction Solutions 1485 Bayshore Blvd. Suite 229 San Francisco, CA 941 24 i REVISIONS A 9i 1 7/24 0 10/28/24 A 1 2/ 10/24 DRAWN AN. SCALE A5 5h0wN DATE 7/20/24 FILE N o. Efx 79 OUTLINE OF PROPOSED 3RD FLOOR ADDITION / T.O. K00f 1 10.5 FINISH CEILING ND FLOOR 97.1 z88.2 F.F. 15T FLOOR m (58.21 F.F 8G.91 AVERAGE ELEVATION T n RnnF - FRnNIT FI F\/ATInNI 0 BUILDING OUTLINES (N) STUCCO TO MATCH EXISTING FINISH AND COLOR 5PANI5H ROOFING TILE - TO BE REUSED NEW WOOD FACIA TRIM PAINTED HHHH EXTERIOR DECORATIVE IRON PLANTER 3 WOOD CORBEL (TYP) 3A N.T.S. EXISTING EAST ELEVATION -BACK SCALE: 11411 = I '-0" 3 3.2 (N) WOOD WINDOWS (-FYF) ALL NEW WINDOWS TO MATCH (E) IN KIND (U.N.O.) .AST ELEVATION - BACK on 0 Con5tructlon Solutions 1485 Bayshore Blvd. Suite 229 San Francisco, CA 941 24 U o Q W 0 z °- O 0 R/ � a- QD u� z � x W Q W REVISIONS 0 9/ 17/24 0 10/28/24 A 1 2/ 10/24 DRAWN A.V. SCALE A5 5HOWN DATE 7/20/24 FILE N o. Y NOTE / ALL NEW GUTTERS AND DOWNSPOUTS TO MATCH EXISTING ALL SLOPING ROOFS TO HAVE OG GUTTERS / \ CONNECTED TO UNDERGROUND PVC STORM DRAIN / \ PIPING SYSTEM, SLOPED TO DRAIN. / \ I ALL PORTIONS OR ROOF TILES TO BE REMOVED DURING DEMOLITIONS ARE TO BE SAVED FOR STORAGE, AND REINSTALLED BY PROFESSIONAL ROOFING CONTRACTOR, AND ALL NEW ROOFING TO MATCH EXISTING ROOFING. 1 3.5 IEP 2 - UNDERLAYMENT COURSING EXISTING ROOF PLAN SCALE: 1 /8" = I '-0" PENETRATION COVERED WITH DECK FLASHING UNDERLAYMENT SOLID SHEATHING ROOF DECK j 17" FELT MUST BE TURNED DOWN OVER RAKE EDGE A MINIMUM OF V OR RAKE METAL FLASHING INSTALLED ICE DAM PROTECTION WHERE REQUIRED (SEE TABLES 1A,1B,IC) DRIP EDGE INSTALL 18" WIDE FIRST COURSE INSTALL FULL 36" WIDE SECOND COURSE RAMING MEMBER ROOF -TO -WALL OR APRON FLASHING WALL VAPOR RETARDER OR (HEMMED EDGE RECOMMENDED) CLADDING UNDERLAYMENT ND FLOOR X15TING OUNDARY NE EXTERIOR WALL CLADDING ABOVE TILE SURFACE WEATHER BLOCKING REQUIRED WHEN PROFILED TILE INSTALLED (BETWEEN TILE AND FLASHING) BATTEN WHERE REQUIRED EXISTI NG ROOI=1 NG TI LES TO BE REUSED. ANY TILE EXHIBITING V15UAL DAMAGE CAN BE USED ON THE BOTTOM. ANY NEW TILE SHOULD BE USED ON THE BOTTOM UNLESS EXISTING TILE MUST BE DISCARDED. ALL NEW TILE TO MATCH EXISTING TILE. 3 3.5 DEFINITION DIAGRAM )ROOF TILES TO BE REUSED PROTECTIONS BOARD 3O RIGID INSULATION POPLAR TAG FACE DOWN 3 EXPOSED BEAMS (SEE STRUCTURAL) PREFORMED FLASHING INTEGRATED INTO I UNDERLAYMENT (INSTALLED TO PREVENT MOISTURE FROM PENETRATING ROOF DECK. OPTIONAL STRIPPING, THREE COURSING WITH ASPHALT 5 DOUBLE UNDERPAYMENT DIAGRAM 6 7 VAULTED WOOD CEILING SIECTION ROOF CEMENT AND REINFORCING FABRIC FOR ROO E TO WALL I=LA5 H I N G INSTALLATION OF DECK FLASHING WHEN PERMITTED A3.5 A . 5 A3. 5 AS DIAGRAM ONLY. SEE STRUCTURAL DRAWINGS. BY LOCAL BUILDING OFFICIAL IEP 3 -TILE FLASHING UNDERLAYMENT INSTALLED OVER DECK FLASHING, COURSED UNDER LAYER ABOVE. STORM COLLAR ON CONE STYLE FLASHING PROFILE TILE FLASHING (CONFORM SHEET LEAD OR OTHER MALLEABLE FLASHING TO PROFILE OF TILE) TO MAINTAIN DRAINAGE TO TOP OF TILE BATTEN (WHERE REQUIRED) FIELD TILE VALLEY METAL NOTE: Lap Valley Joint 6" min (Blind - ail each section of valley metal along its upper end when using clips. OPTIONAL NAILS OR METAL CLIP. NAILS USED AT THE EDGE OF THE METAL SHOULD BE SEALED UNDERLAYMENT Tile at valley may be cut to form closed or open metal valley detail. When flat profiled tile is installed as closed valley' a ribbed metal or single crown valley metal a batten extension shall be used. When using standing hem flashing, use woven underlayment method. See MC-03 and MC-77B TILE PENETRATING FLAS111NG SKYLIGHT DETAIL VALLEY DIAGRAM �o A3.5 A3.5 A3.5 A3.5 CRICKET DIAGRAM CRICKET MAY BE COVERED WITH AN APPROVED SEALED SYSTEM IN ACCORDANCE WITH LOW -SLOPE ROOFING REQUIREMENTS CRICKET FLASHING (EXTEND UPPER END OF FLASHING 6" MIN. BEYOND FIRST COURSE OF OVERLAYING TILE) MIN 2" ABOVE APEX CRICKET METAL FLASHING WITH OPTIONAL HEM CHANNEL OR PAN FLASHING APRON FLASHING WITH WEATHER BLOCKING FOR PROFILED TILES 0 Aon5tCL-P ructlon 5olutlon5 1485 Bayshore Blvd. Suite 229 San Francisco, CA 941 24 C� z Iry W z z Q ry � z O �QZ_ LL_ REVISIONS A 9/ 1 7/24 0 10/26/24 DRAWN A.V. SCALE A5 5HOWN DATE 7/20/24 FILE N o. EXISTING VIEW FROM SIDE OF SIDEWALK 1 2 A3.G TIN 11 1 � ff i II - 0 VIEW FROM ACROSS THE STREET PROPOSED EXISTING VIEW fKONT I FRONT VIEW FROM SIDEWALK PROPOSED 1 3 A3.G VIEW FROM BACKYARD SIDE PROPOSED 0 Construction Solutions 1485 Bay5hore Blvd. Suite 229 San Francisco, CA 94124 REVISIONS A 9/I7/24 02 10/28/24 1 2/ 10/24 DRAWN AN. SCALE A5 5110wN DATE 7/20/24 FILE N o. R30 RIGID HIP RAFTER INSULATION BOARD CL7— OVER 5:2 PITCH 2XG T*G _ Construction Solutions OVER 1485 Bay5hore Blvd. Suite 229 San Francisco, CA 94124 I I I I I I I I I I I I E— — — — — — — — -- = r----17— ROOF ISTUDS I o I (E) ROOF FRAMING HIP RAFTER RAFTERS I3RD I — (N) MASTER �EDKOOM z TO REMAIN - FLOOR 1 1 0 N I I I g E ICEiLIQlGJ0615- _ _ — _ J /N)2X 12 JOIST I I I � I I Il_1 TO REMAIN C�j 21 m l I ? I I LU (E) WINDOW d I I I I LU Q Q TO REMAIN Ix I I I I z QD w L — — — — J L-----J - o ll_J CIO F.F. 2ND f=LOOR Z U � 2N FLOOR E JOISTS z O =III=III=III CRAWL SPACE CRAWCD L I N SPACE N=11=11=11=11=1 III —III 11 ' A LLJ I=III=III=I 1NO STRUCTURAL ITI1 11111 1111ITIITI-ITI-ITIITIITIITI1 ° ` Lp III=III=III=III=III=III=III=III=1 I—III=1 1=1TI= WORK O N I ST FLOOR —1=1 1=1 1=1 1=1 1=1 1=1 =ITI=ITI=ITI=III=III=III=III=III=ITI=ITI-I= 11=11=11=11=11=11=11=11=11=i 1— 1 J —ITI—ITI—ITI=III � 1=ITI=ITI=III=III=III=III-1Ti=1 � — J =i i=ITI=ITI=1 ° III=III=III=III=III=1Ti � > . 1=III=III=III=III=1 � —ITI1 11=11=11=11=_LII III —III e ° ° .I —II I —II I —II I —II O -1 I I � I I m III1 I I1 I I1 I Ii — I I I —III —III —III —I I i Z 'III" .e III=III=III=III= 1=III=III=III=III=III `°, , a'III=III=III=III- 111 .III=III=III—III—I —III=III=III=III=III=1 1=III=III=III=1 � F � II " ° III—III—III=III=1I ITI=ITI=ITI=III=III=III III—III=III=1i' F.F. I ST I LOOK =ii—ITI=III-1�l1�i III —I ii-11I, IITII�IITIIII�IITI' ITIITI 'IIIIII�IITI iI- w Pi PI EXISTING UTILITY BASEMENT DIAGRAM L JOISTS 3 (E)UTILITY BASEMENT EXISTING SCALE: 11411 = 1 i_oii FOOTINGS 2 SECTION A / .0 5CALE: 1 14ii = I i-oii 1_ II 1_ II 1_ II 1_ II F. CEILING 21 � � 6 � L1J 2X WALL ( N = z = STUCCO _ - = 0 U CORNER WOOD WINDOW FRAME (� ASEMENTEn U (� N N 0 F.F. WINDOW SILL — NTERIOR TRIM ws i W I W2 W3 W4 PLASTER WOOD INSULATED WOOD INSULATED WOOD INSULATED (2) WOOD INSULATED WALL _ WOOD INSULATED TRUE DIVIDERS TRUE DIVIDERS FIXED WITH TRUE DIVIDERS TRUE DIVIDERS STUCCO NOTE: FIXED PANEL WITH SIDE CASEMENTS DBL. OUT SWING DBL. OUT SWING TAMPERED SAFETY GLASS DBL. OUT SWING SEMI OBSCURE WITH LEADED GLASS TYPE 11E" GLASS TYPE "E" GLASS OBSCURED TEMPERED SAFETY GLASS ALL UNITS ARE ILLUSTRATED AS VIEWED FROM INSIDE TYPE "E" GLASS WINDOW SECTION - DETAIL ALL WINDOW FRAMES ARE WOOD AND PAINTED. U.O.N. DESIGN SIMILAR TO (E) ALL OPERABLE WINDOWS TO HAVE WEATHER STRIPPING ALL GLAZING TO BE DOUBLE PANE LAMINATED GLASS W/ INTEKLAYEK OF .030 POLY VINYL PVB. 2ND ELOOK NEW WINDOWS AND EXTERIOR DOO K5 EXTERIOR FRENCH TYPE DOORS TO HAVE THRESHOLDS AND GA. METAL FLUSHING BOOT UNDER IT. REVISIONS Q 9/1 7/24 ALL WINDOWS AND DOORS TO HAVE TRUE GLASS 2 10/28/24 DIVIDERS. 21-011 11 1_ 11 1 2/ 10/24 Cap flashing O I_ 11 I_ II I 11 'Y, BeeiMf _ —011 — - -' 1 F. CEILING a1rtl Piece ALL GN 1 11 sk.loel". O O — O FIXED FIXED FIXED 31 FIXED FIXED FIXED wide. IapPIn9 1 r_T , _ 1 td. a d � _ 1 _ —t—ding FIX D FIXED au[Paef the side 4s5hin9, sh.ky side O to She I $ h—lhiN. — FIXED — A.V. - �-12X12 DRAWN Fleshing — SCALE A5 5hOwN Wlndaw I =, _, - - DATE 7/20/24 �B — — F. FILE No. Second pPemns _ of th. eled tlse. .W8 W9 W8 = w i o e of the line plI O wmi.ky ews 2 W6 W7 sId. le �e O O WOOD INSULATED WOOD INSULATED WOOD INSULATED WOOD INSULATED FIXED PANEL WITH CASEMENT FIXED PANEL WITH CASEMENT CUSTOM WINDOW ASSEMBLY WOOD INSULATED FIXED PANEL TEMPERED � OBSCURE TEMPERED SYMMETRICAL CASEMENTS FIXED PANEL WS r FlrtPiecesa111ashn,.41a. SEMI OBSCURE WITH LEADED GLASS TEMPERED BOTTOM SECTIONS TYPE "E" GLASS wide, t•e� der �® rindow STAIRS WINDOW cast ng. efk:k y side out. DESIGN SIMILAR TO (E) TYPE "E" GLASS WOOD INSULATED A700 NEW WINDOW FLASHING DETAIL FIXED PANEL TYPE "E" GLASS 3 RD FLOOD NEW WINDOWS AND EXTERIOR DOOK5 SYMBOL LEGEND 0 CL-p Construction Solutions 1485 Bayshore Blvd. Suite 229 �R LIGHTING FIXTURE, RECESSED MOUNTED San Francisco, CA 941 24 LIGHTING FIXTURE, SURFACE MOUNTED --� LIGHTING FIXTURE, WALL OR BRACKET MOUNTED DRYWALL o �P LIGHTING FIXTURE, PENDANT i UNDERCABINET LED STRIP LIGHT ® FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ULTED CEILING v /UCUKUUIVI I I —Z­Z�- TRACK LIGHTING WITH FIXTURES F05FD :AM5 UK RATED SHAFT TO R5 BELOW AULTED CEILING SMOKE/FIRE COMBINATION CENSOR DUPLEX RECEPTACLE DUPLEX RECEPTACLE =&GFI GFI = GROUND FAULT INTERRUPTION WP = WEATHERPROOF ® FLOOR RECEPTACLE, FLASH MOUNTED WITH COVER DUPLEX RECEPTACLE, SURFACE MOUNTED Zj DATA OUTLET, FLASH MOUNTED i ° 4020 \ FIE]] EXHAUST FAN, CEILING MOUNTED 8'-0" \ 11 CHANDELIER PENDANT CEILINGS 3 NGS Sab LIGHT SWITCH, WALL MOUNTED 2=TWO POLE 'E X DRYWALL 3=THREE WAY 1 4=FOUR WAY D=DIMMER OC=OCUPANCY SENSOR WP=WEATHERPROOF F=FAN SWITCH LV=LOW VOLTAGE (N) 3RD FLOOR REFLECTIVE CEILING PLAN rPE X DRYWALL AULTED CEILING BEDROOM ADDITION REFLECTIVE CEILING PLAN (N) GUEST BEDROOM REFLECTIVE CEILING WIRING CONCEALED IN WALL LIGHTING ENERGY REQUIREMENTS: II LIGHTING PER CEC 150.0(k) AND CEC TABLE 150.0—A 150.0(k)1A: LUMINAIRE EFFICACY. ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN ACCORDANCE WITH CEC TABLE 150.0—A. 150.0(k)1C: RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. LUMINAIRES RECESSED INTO CEILINGS MUST MEET ALL OF THE REQUIREMENTS FOR INSULATION CONTACT (IC) LABELING; AIRE LEAKAGE; SEALING; MAINTENANCE; AND SOCKET AND LIGHT SOURCE AS DESCRIBED IN 150.0(k)1 C. A JA8-2016—E LIGHT SOURCE RATED FOR ELEVATED TEMPERATURE MUST BE INSTALLED BY FINAL INSPECTION IN ALL RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. 150.0(k)2A-2L: INTERIOR SWITCHES AND CONTROLS. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. LUMINAIRES MUST BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. CONTROLS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NO CONTROL MUST BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY WITH 150.0(k). IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. DIMMERS OR VACANCY SENSORS MUST CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8, EXCEPT LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET AND LUMINAIRES IN HALLWAYS. UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS. 150.0(k)3A-3D: RESIDENTIAL OUTDOOR LIGHTING. FOR SINGLE—FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM 150.0(k)3Ai (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM 150.0(k)3Aii (PHOTOCELL AND MOTION SENSOR) OR ITEM 150.0(k)3Aiii (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS). FOR LOW—RISE MULTIFAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING FOR PRIVATE PATIOS, ENTRANCES, BALCONIES, AND PORCHES; AND OUTDOOR LIGHTING FOR RESIDENTIAL PARKING LOTS AND RESIDENTIAL CARPORTS WITH LESS THAN EIGHT VEHICLES PER SITE MUST COMPLY WITH EITHER 150.0(k)3A OR WITH THE APPLICABLE REQUIREMENTS IN 110.9, 130.2, 130.4, 140.7 AND 141.0. FOR LOW—RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, OUTDOOR LIGHTING NOT REGULATED BY 150.0(k)3B OR 150.0(k)3D MUST COMPLY WITH THE APPLICABLE REQUIREMENTS IN 10.9, 130.2, 130.4, 140.7 AND 141.0. 150.0(k)6A-6B: INTERIOR COMMON AREAS OF LOW—RISE MULTI —FAMILY RESIDENTIAL BUILDINGS. WHERE THE TOTAL INTERIOR COMMON AREA IN A SINGLE BUILDING EQUALS 20% OR LESS OF THE FLOOR AREA, PERMANENTLY INSTALLED LIGHTING FOR THE INTERIOR COMMON AREAS IN THAT BUILDING MUST BE HIGH EFFIFACY LUMINAIRS AND CONTROLLED BY AN OCCUPANT SENSOR. WHERE THE TOTAL INTERIOR COMMON AREA IN A SINGLE BUILDING EQUALS MORE THAN 20% OF THE FLOOR AREA, PERMANENTLY INSTALLED LIGHTING IN THAT BUILDING MUST i. COMPLY WITH THE APPLICABLE REQUIREMENTS IN 110.9, 130.0, 130.1, 140.6 AND 141.0; AND ii. LIGHTING INSTALLED IN CORRIDORS AND STAIRWELLS MUST BE CONTROLLED BY OCCUPANT SENSORS THAT REDUCE THE LIGHTING POWER IN EACH SPACE BY AT LEAST 50%. THE OCCUPANT SENSORS MUST BE CAPABLE OF TURNING THE LIGHT FULLY ON AND OFF FROM ALL DESIGNED PATHS OF INGRESS AND EGRESS. z Q J QD J z z J O U z W O � o U � J Q LL W DZ REVISIONS 9/ 17/24 0 10/28/24 0 12110124 DRAWN AN. SCALE A5 5HOWN DATE 7/20/24 FILE N o. NOTE: ALL VERTICAL ADDITIONS TO MATCH 4 FINISHES, STYLE AND COLOR OF EXISTING C7 BUILDING. g ::? Construction Solutions 8 13 4 1485 Bayshore Blvd. Suite 229 II San Francisco, CA 94 124 2 II >(�) t7p[ N LL— 10 6 z 9 O LLJ I ❑❑❑❑❑ ❑❑❑❑❑ 12 5 Q ❑❑❑❑❑ ❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ z Q � FRONT ELEVATION PACK ELEVATION Q Q U � 8 LL cv � W II 8 O 7 7 �N> Q 2 7 II I 1 ❑❑ �� z ❑❑ u� °oo � ------------- z � LEFT ELEVATION FIGHT ELEVATION —� z � � W C� O R/ X W REVISIONS iQ 9/17/24 0 10/28/24 A 1 2/ 10/24 DRAWN AN. SCALE As 5HOWN DATE 7/20/24 FILE N o. A705 EXTEI�101� FINISH LEGEND ITEM # DESCRIPTION COLOR NOTE I SPANISH TEXTURE STUCCO WHITE MATCH EXISTING 2 WOOD CORBEL WHITE SEMI GLOSS 3 WOOD CORBELS, REDWOOD WHITE SEMI GLOSS 4 IRON PLANTER GALVANIZED BLACK MATCH (E)RAILINGS 5 EXISTING WOOD WINDOWS WHITE SEMI GLOSS 6 NEW WOOD WINDOWS WHITE MATCH EXISTING 7 (E) SPANISH ROOF TILES BURNED RED TO BE REUSED 8 (N) SPANISH ROOF TILES BURNED RED USE EXISTING TILES 9 I X WOOD FASCIA WHITE SEMI GLOSS I 0 (E) IRON RAILINGS SYSTEM BLACK TO REMAIN FLAT I I GUTTERS MOSS GREEN DOWNSPOUTS WHITE FLAT 12 ALL EXTERIOR DOORS WHITE SEMI GLOSS 13 STUCCO TRIM @FRONT WHITE FLAT PROPERTY LINE EXTENSION \ o• \ iy TOPO OF CURB ELEVATION \ \ �T MID POINT OF PROPERTY) �O,y 87.85 c'Q� \\ O' ' J \� \ + 89,70 \ \ .92 + 89.90 BENCHMARK STATEMENT: THE ELEVATIONS SHOWN ARE ON AN ASSUMED DATUM. SURVEYOR'S STATEMENT: THIS PATIAL TOPOGRAPHIC SURVEY WAS MADE BY ME OR UNDER MY DIRECTION ON THE GROUND AND REPRESENTS MEASUREMENTS MADE ON AUGUST 2024. THE BOUNDARY SHOWN IS A RECORD BOUNDARY ONLY. A TITLE REPORT WAS NOT PROVIDED TO THE SURVEYOR BY THE CLIENT. NO PROPERTY CORNERS WERE FOUND ON THE SUBJECT PROPERTY AND NO WARRANTY IS MADE ABOUT THE BOUNDARY SHOWN. EASEMENTS ARE SHOWN ON THE SUBJECT PROPERTY. LAND SAVIOR * MICALLEF No, 8289 ST�TF of CALFFO��'P 08-02-24 ----------------------- SAVIOR P. MICALLEF DATE LAND SURVEYOR, LS 8289 (805) 709-2423 j::) O z 00 Q 0 LL- Q W U J O w C) oz �ry n 0L`� � 0 cy) J O 0 00 Z O ry O n 0 II O O O w Ld D Q U w (� ZO W � � Q z Q J ry W ry 0 m O � r) O N J Q Q U) 0 U) a� 0 z El z O LL- DO U O LLJ Q z N i I o00 N p N III c > 0 = � 2 z m U m 0- o o cn o Q Drawing Number \ I ST FLOOR PLAN 2ND FLOOR PLAN FRONT ELEVATION BACK ELEVATION REF 3RD FLOOR PLAN I \lJ l IJ .J L V I \lJ lJ l I L-r\ 1 V ROOF TO REMAIN li �I L- - - - - - - - - - - - - LEFT ELEVATION FIGHT ELEVATION