Adminstrative Use Permt

Planning and Development Department Land Use Planning Division

ADMINISTRATIVE U S E P E R M I T

Administrative Use Permit #ZP2017-0048

Project Description: To make alterations to an existing two-story accessory building with 348 sq. ft. of gross floor area, located on the front half of a parcel that contains an existing approximately 2,344 sq. ft. two-story single-family residence by; (1) removing one garage door to create 210 sq. ft. of new gross floor area on the second floor, thus converting the existing 2-car garage to a 1- car garage, and (2) enlarging the ground floor level by adding 72 sq. ft. of new gross floor area.

· Section 23D.08.030.A to expand an accessory building which encroaches upon the front half of the lot depth.

FINDINGS, CONDITIONS AND APPROVED PLANS ATTACHED

Following the expiration of the mandatory appeal period set forth in Section 23B.28.040 of the Berkeley Municipal Code, with no timely appeal being filed, the Administrative Use Permit described herein has been duly granted by the Zoning Officer on August 15, 2017.

Attest: Steven Buckley August 15, 2017 Steven Buckley, Land Use Planning Manager Effective Date

You may choose to file with the State and County either the enclosed Notice of Exemption or Notice of Determination (which ever applies). Pursuant to the California Environmental Quality Act (CEQA), Public Resources Code section 21167, the time in which a legal challenge will be accepted is shortened if this form is filed within 5 days of the effective date of the City’s action.

1947 Center Street, Berkeley, CA 94704 Tel: 510.981.7410 TDD: 510.981.7474 Fax: 510.981.7420 E-mail: [email protected]

Attachment 1 Findings and Condition s J U L Y 21, 2017 478 Vermont Avenue

Administrative Use Permit #ZP2017-0048

To make alterations to an existing two-story accessory building with 348 sq. ft. of gross floor area, located on the front half of a parcel that contains an existing approximately 2,344 sq. ft. two-story single-family residence by; (1) removing one garage door to create 210 sq. ft. of new gross floor area on the second floor, thus converting the existing 2-car garage to a 1-car garage, and (2) enlarging the ground floor level by adding 72 sq. ft. of new gross floor area.

PERMITS REQUIRED  Administrative Use Permit under BMC 23D.08.030.A to expand an accessory building which encroaches upon the front half of the lot depth.

CEQA FINDINGS 1. The project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA, Public Resources Code §21000, et seq. and California Code of Regulations, §15000, et seq.) pursuant to Section 15301 of the CEQA Guidelines (“Existing Facilities”). Furthermore, none of the exceptions in CEQA Guidelines Section 15300.2 apply, as follows: (a) the site is not located in an environmentally sensitive area, (b) there are no cumulative impacts, (c) there are no significant effects, (d) the project is not located near a scenic highway, (e) the project site is not located on a hazardous waste site pursuant to Government Code Section 65962.5, and (f) the project would not affect any historical resource.

FINDINGS FOR APPROVAL 2. As required by Section 23B.28.050.A of the Zoning Ordinance, the project, under the circumstances of this particular case existing at the time at which the application is granted, would not be detrimental to the health, safety, peace, morals, comfort, and general welfare of the persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements of the adjacent properties, the surrounding area or neighborhood, or to the general welfare of the City because:

 The subject property is located in the R-1(H) District and complies with the Development Standards and Parking Requirements for the R-1 District (23D.16) and the Hillside Overlay District (23E.96). The subject property is equal to or below the Single-Family Residential District (R-1) standards (23D.16.070) for maximum residential density and maximum lot coverage (1 dwelling unit per lot and 32% lot coverage, where the maximum allowed is 40%). While the project proposes to infill one of the existing two garage doors on the second floor of the accessory building in the front yard, along

1947 Center Street, 2nd Floor, Berkeley, CA 94704 Tel: 510.981.7410 TDD: 510.981.7474 Fax: 510.981.7420 E-mail: [email protected] 478 VERMONT AVENUE NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions Page 2 of 5 Administrative Use Permit #ZP2017-0048

Vermont Avenue, and replace it with one new small window, the property will retain its one required off-street parking space and continue to conform to the off-street parking requirements under 23D.16.080.

3. Pursuant to Berkeley Municipal Code Section 23D.08.010.B (Accessory Buildings and Structures May Exceed Limits with Use Permit), the expansion of this accessory building that encroaches upon the front half of the lot will not be visible from the public right of way and is found to be not detrimental for the following reasons:  Light: The infill addition would not create changes to the existing sunlight condition in the immediate vicinity of this project because the addition will enclose the existing portico and will not alter the existing building footprint or location.  Air: While the existing accessory building is separated from the nearest abutting building, 474 Vermont, by approximately 9 ft., the proposed addition would not further expand the existing accessory building’s footprint, and therefore would not be detrimental to air of the surrounding residences.  Privacy: The height of the infill addition, at 7 ft. 3 in., will not alter the existing accessory building height of 17 ft. 2 in. measured to the top of the shed roof, and all new openings will face the main building, on the interior of the lot. Therefore, the addition will not be detrimental to the privacy of surrounding residences.  Views: The project will not adversely compromise the quality and character of this hillside parcel and its immediate environs. No protected views or view corridors as defined in BMC Section 23F.04 will be affected by this infill addition.

STANDARD CONDITIONS

The following conditions, as well as all other applicable provisions of the Zoning Ordinance, apply to this Permit:

1. Conditions Shall be Printed on Plans The conditions of this Permit shall be printed on the second sheet of each plan set submitted for a building permit pursuant to this Use Permit, under the title ‘Use Permit Conditions’. Additional sheets may also be used if the second sheet is not of sufficient size to list all of the conditions. The sheet(s) containing the conditions shall be of the same size as those sheets containing the construction drawings; 8-1/2” by 11” sheets are not acceptable.

2. Applicant Responsible for Compliance with Conditions The applicant shall ensure compliance with all of the following conditions, including submittal to the project planner of required approval signatures at the times specified. Failure to comply with any condition may result in construction being stopped, issuance of a citation, and/or modification or revocation of the Use Permit.

3. Uses Approved Deemed to Exclude Other Uses (Section 23B.56.010) A. This Permit authorizes only those uses and activities actually proposed in the application, and excludes other uses and activities. B. Except as expressly specified herein, this Permit terminates all other uses at the location subject to it.

File: G:\LANDUSE\Projects by Address\Vermont\478\ZP2017-0048\Document Finals\2017-07-21_APFC_478 Vermont.docx 478 VERMONT AVENUE NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions Page 3 of 5 Administrative Use Permit #ZP2017-0048

4. Modification of Permits (Section 23B.56.020) No change in the use or structure for which this Permit is issued is permitted unless the Permit is modified by the Zoning Officer, except that the Zoning Officer may approve changes that do not expand, intensify, or substantially change the use or building.

5. Plans and Representations Become Conditions (Section 23B.56.030) Except as specified herein, the site plan, floor plans, building elevations and/or any additional information or representations, whether oral or written, indicating the proposed structure or manner of operation submitted with an application or during the approval process are deemed conditions of approval.

6. Subject to All Applicable Laws and Regulations (Section 23B.56.040) The approved use and/or construction is subject to, and shall comply with, all applicable City Ordinances and laws and regulations of other governmental agencies. Prior to construction, the applicant shall identify and secure all applicable permits from the Building and Safety Division, Public Works Department and other affected City divisions and departments.

7. Exercised Permit for Use Survives Vacancy of Property (Section 23B.56.080) Once a Permit for a use is exercised and the use is established, that use is legally recognized, even if the property becomes vacant, except as set forth in Standard Condition #8, below.

8. Exercise and Lapse of Permits (Section 23B.56.100) A. A permit for the use of a building or a property is exercised when, if required, a valid City business license has been issued, and the permitted use has commenced on the property. B. A permit for the construction of a building or structure is deemed exercised when a valid City building permit, if required, is issued, and construction has lawfully commenced. C. A permit may be declared lapsed and of no further force and effect if it is not exercised within one year of its issuance, except that permits for construction or alteration of structures or buildings may not be declared lapsed if the permittee has: (1) applied for a building permit; or, (2) made substantial good faith efforts to obtain a building permit and begin construction, even if a building permit has not been issued and/or construction has not begun.

9. Indemnification Agreement The applicant shall hold the City of Berkeley and its officers harmless in the event of any legal action related to the granting of this Permit, shall cooperate with the City in defense of such action, and shall indemnify the City for any award of damages or attorney’s fees that may result.

ADDITIONAL CONDITIONS IMPOSED BY THE ZONING OFFICER Pursuant to BMC 23B.28.050.D, the Zoning Officer attaches the following additional conditions to this Permit:

Prior to Submittal of Any Building Permit: 10. Project Liaison. The applicant shall include in all building permit plans and post onsite the name and telephone number of an individual empowered to manage construction-related complaints generated from the project. The individual’s name, telephone number, and responsibility for the project shall be posted at the project site for the duration of the project in a location easily visible to the public. The individual shall record all complaints received and actions taken in response, and submit written reports of such complaints and actions to the project planner on a weekly basis. Please designate the name of this individual below: □ Project Liaison Name Phone #

Prior to Issuance of Any Building Permit: 11. Transportation Construction Plan. The applicant and all persons associated with the project are hereby notified that a Transportation Construction Plan (TCP) is required for all phases of construction, particularly for the following activities:  Alterations, closures, or blockages to sidewalks, pedestrian paths or vehicle travel lanes (including bicycle lanes);  Storage of building materials, dumpsters, debris anywhere In the public ROW;  Provision of exclusive contractor parking on-street; or  Significant truck activity.

The applicant shall secure the City Traffic Engineer’s approval of a TCP. Please contact the Office of Transportation at 981-7010, or 1947 Center Street, and ask to speak to a traffic engineer. In addition to other requirements of the Traffic Engineer, this plan shall include the locations of material and equipment storage, trailers, worker parking, a schedule of site operations that may block traffic, and provisions for traffic control. The TCP shall be consistent with any other requirements of the construction phase.

Contact the Permit Service Center (PSC) at 1947 Center Street or 981-7500 for details on obtaining Construction/No Parking Permits (and associated signs and accompanying dashboard permits). Please note that the Zoning Officer and/or Traffic Engineer may limit off-site parking of construction-related vehicles if necessary to protect the health, safety or convenience of the surrounding neighborhood. A current copy of this Plan shall be available at all times at the construction site for review by City Staff.

12. Construction activity shall be limited to between the hours of 8:00 a.m. and 6:00 p.m. on Monday through Friday, and between 9:00 a.m. and noon on Saturday. No construction- related activity shall occur on Sunday or on any Federal Holiday.

13. If underground utilities leading to adjacent properties are uncovered and/or broken, the contractor involved shall immediately notify the Public Works Department and the Building & Safety Division, and carry out any necessary corrective action to their satisfaction.

14. Subject to approval of the Public Works Department, the applicant shall repair any damage to public streets and/or sidewalks by construction vehicles traveling to or from the project site.

15. All piles of debris, soil, sand, or other loose materials shall be covered at night and during rainy weather with plastic at least one-eighth millimeter in thickness and secured to the ground.

16. All active construction areas shall be watered at least twice daily, and all piles of debris, soil, sand or other loose materials shall be watered or covered.

17. Trucks hauling debris, soil, sand, or other loose materials shall be covered or required to maintain at least two feet of board.

18. Public streets shall be swept (preferably with water sweepers) of all visible soil material carried from the site.

19. The applicant shall establish and maintain drainage patterns that do not adversely affect adjacent properties and rights-of-way.

20. The applicant shall ensure that all excavation takes into account surface and subsurface waters and underground streams so as not to adversely affect adjacent properties and rights-of-way.

Prior to Issuance of Occupancy Permit or Final Inspection: 21. All construction at the subject property shall substantially conform to the approved Use Permit drawings or to modifications approved by the Zoning Officer.

22. All landscape, site and architectural improvements shall be completed per the attached approved drawings dated May 18, 2017.

At All Times (Operation): 23. All exterior lighting shall be energy efficient where feasible; and shielded and directed downward and away from property lines to prevent excessive glare beyond the subject property.

______Prepared by: Alison Lenci, Assistant Planner For Greg Powell, Principal Planner

File: G:\LANDUSE\Projects by Address\Vermont\478\ZP2017-0048\Document Finals\2017-07-21_APFC_478 Vermont.docx Parcel Conditions and Permit History Parcel Conditions and Permit History

Parcel Conditions: 478 VERMONT AVE APN:Parcel 062 Conditions: 294202200 478 VERMONT AVE

APN:PARCEL 062 294202200 CONDITIONS PROJECT INFORMATION PROJECT TEAM ❧ ❧ Architect: Linvill & Pond Architects No. C28395 Ren. 11.30.17 Project address: 478 Vermont Avenue 5427 Telegraph Avenue, Suite A v 510.547.7196 Berkeley, CA 94707 Oakland, CA 94609 f 510.601.7196 510.547.7196 510.601.7196 (fax) Owner: Susanne Gahl & Terry Regier 478 Vermont Avenue Structural Engineer: Verdant Structural Engineers Berkeley, CA 94707 1101 8th Street, #180 Berkeley, CA 94703 510.528.5394 Assessor's Parcel #: 062 29402200 Title 24 Compliance: Gabel Associates Zoning: R-1H 1818 Harmon Street Berkeley, CA 94703 Occupancy: R-3 510.428.0803 Drawing Index Cover sheet: index, project team, maps A1.1 . Construction Type: VB Soils Engineer: Dave Olnes, PE General and code notes A1.2 7915 Crest Avenue Site plan A2.1 Oakland, CA 94603 Seismic Design Category: D Site plan showing neighboring buildings A2.1.1 510.568.2162 Zoning/General Plan Regulation Applies Existing and proposed ﬂoor plans A4.1 Zoning/General Plan Regulation Applies Sprinklered: N/A Arts District No Existing & proposed elevations A5.1 Arts District No Surveyor: Jim Moran, LS Commercial District with Use Quotas No 1930 Shattuck Avenue, Suite A Typical wall section & window details A7.1 Commercial District with Use Quotas No Stories: 2

General Plan Area LDR 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland Berkeley CA, 94704 LINVILL POND ARCHITECTS General Plan Area LDR Zoning District R-1H Survey Zoning District R-1H Scope of Work: Modification and addition to accessory building: Seismic Safety Seismic Safety 1) Perform demolition as designated on plans. Earthquake Fault Rupture(Alquist-Priolo) Zone Yes 2) Remove one garage door. Earthquake Fault Rupture(Alquist-Priolo) Zone Yes Landslide (Seismic Hazards Mapping Act) Yes 3) Construct interior stair from garage to rec. room. Landslide (Seismic Hazards Mapping Act) Yes Liquefaction (Seismic Hazards Mapping Act) No 4) Construct 72 sq. ft. ground floor addition to rec. room. Liquefaction (Seismic Hazards Mapping Act) No 5) Add/ replace windows per plans. Un-reinforced Masonry Building Inventory No Un-reinforced Masonry Building Inventory No Historic Preservation Historic Preservation Landmarks or Structure of Merit No Landmarks or Structure of Merit No Deferred Submittals: None Environmental Safety Environmental Safety Creek Buffer No Special Inspections: None Creek Buffer No Environmental Management Area No Environmental Management Area No Fire Zone 2 Applicable Codes: a. 2016 California Residential Code (CRC) Fire Zone 2 Flood Zone(100-year or 1%) No b. 2016 California Electrical Code (CEC) Flood Zone(100-year or 1%) No Additional Parcel Info c. 2016 California Mechanical Code (CMC) Additional Parcel Info Parcel Larger than or equal to 10,000 Square Feet No d. 2016 California Plumbing Code (CPC) Parcel Larger than or equal to 10,000 Square Feet No Parcel Larger than or equal to one acre(43,560 square feet) No e. 2016 California Energy Efficiency Standards Parcel Larger than or equal to one acre(43,560 square feet) No Redevelopment Area No Code (CEES) Redevelopment Area No f. 2016 California Fire Code (CFC)

g. 2016 California Green Building Standards Code

(CGBS or CALGreen) Land Use Planning, 2120 Milvia Street, Berkeley, CA 94704 Tel: 510.981.7410 TDD: 510.981.6903 Fax: 510.981.7420 Email: [email protected]

City of Berkeley Open Data (/) ! TABULATION FORM Unsaved View Revert Based on Roofprints 2006 748 Vermont Ave Berkeley, CA 94707 01.06.17 Outlines of building roofs from 2006 For Assessment Use Only Project Address: Date:

Google ESRI Applicant’s Name: Christopher Linvill AREA MAP ASSESSOR'S MAP Zoning District R -1H

Please print in ink the following numerical information for your Administrative Use Permit, Use Permit, or Variance application:

Permitted/ 478 Vermont Avenue Berkeley, CA 94707 Existing Proposed Required Units, Parking Spaces & Bedrooms Gahl-Regier Residence Number of Dwelling Units (#) 1 1 1

Number of Parking Spaces (#) 2 1 1 Number of Bedrooms (#) (R-1, R-1A, R-2, R-2A, and R-3 only) 4 4 4 Yards and Height For Accessory Structure Front Yard Setback (Feet) 16’ 8” 16’8” 20’ Side Yard Setbacks: (facing property) Left: (Feet) 24’ 6” 24’ 6” 4’

Right: (Feet) 4.6’ 4.6’ 4’

Rear Yard Setback (Feet) 62’6” 62’6” 20’

Building Height* (# Stories) 2 2 3

Average* A rea of addition (Feet) 17’ 2” 17’ 2” 14’ w/o AUP area of addition is 7’2” high Maximum* Area of addition (Feet) 17’ 2” 17’ 2” 14’ w/o AUP Areas 15’ 3” Lot Area (Square-Feet) 4811 per survey 4811 5000 Accessory Structure 348 sf ground ﬂoor 420 sf ground ﬂoor

Gross Floor Area* (Square-Feet) 01.30.17 420 garage ﬂoor 420 garage ﬂoor Planning Total Area Covered by All Floors Total 768 sf Total 840 sf Building Footprint* (Square-Feet) Total of All Structures 1520 sq. ft. 1520 sq. ft. 2370 sq. ft. Lot Coverage* (%) (Footprint/Lot Area) 31.59% 31.59% 40% Drawn by: Date: Type:

Useable Open Space* (Square-Feet) 2600+ sq. ft. 2600+ sq. ft. 400 sq. ft. Floor Area Ratio* Non-Residential only (Except ES-R) A1.1 *See Definitions – Zoning Ordinance Title 23F. Revised: 05/15

g:\forms & instructions\land use planning forms\tabulation_form_05-15.doc Land Use Planning, 2120 Milvia Street, Berkeley, CA 94704 1 of 7 Tel: 510.981.7410 TDD: 510.981.6903 Fax: 510.981.7420 Email: [email protected]

(https://maps.google.com/maps?ll=37.901148,-122.272657&z=18&t=m&hl=en-US&gl=US&mapclient=apiv3) Report a map error (https://www.google.com/maps/@37.9011482,-122.2726572,18z/data=!10m1!1e1!12b1?source=apiv3&rapsrc=apiv3) Map data ©2016 Google GENERAL PROJECT NOTES — General Building Code Notes: Abbreviations 1. Confirm with Linvill Pond Architects that these contract documents are the most recent issue before R303.1 Habitable rooms. All habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. layout and construction. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided @ at HR hour 2. All work and materials shall be in full accord with the 2016 CRC, CMC, CEC, CPC as amended by City of with ready access or shall otherwise be readily controllable by the building occupants. The minimum openable area to the outdoors shall be 4 AB anchor bolt H/HGT high/height adjacent Berkeley building regulations and Title 24 Energy Standards. Nothing in the Drawings or these percent of the floor area being ventilated. ADJ HORZ horizontal APPROX approximate INSUL insulation v 510.547.7196 Specifications are to be construed as requiring or permitting work that is contrary to these rules, R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet (11 m2) of gross f 510.601.7196 ARCH architect interior regulations and codes. floor area. INT BLDG building lighting 3. Any reference to standards shall comply with requirements of latest revision. R304.2 Other rooms. Other habitable rooms shall have a floor area of not less than 70 square feet (6.5 m ) Exceptions: Kitchens. LTG BLCK blocking MAX maximum 4. Documents: The Construction Documents include these Drawings and Notes, Specifications and all R304.3 Minimum dimensions. Habitable rooms shall not be less than 7 feet (2134 mm) in any horizontal dimension. B.O. bottom of MIN minimum revisions, additions and addenda. Drawings are as accurate as possible, but are not guaranteed. R30S.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms and portions of basements containing these spaces B/S both sides MTL metal Drawings do not illustrate every detail but show only special requirements to assist Contractors. shall have a ceiling height of not less than 7 feet (2134 mm). BTWN between (N) new Contractors are to thoroughly examine the drawings and specifications, and existing site conditions. Exceptions: CAB cabinet N/A not applicable By entering into the work, Contractor states that the documents are sufficient to provide a complete 1. For rooms with sloped ceilings, at least 50 percent of the required floor area of the room must have a ceiling height of at least 7 feet (2134 mm) CELL cellulose PERP perpendicular installation of pertinent portions of the work. Report any questions or requests for clarification to the and no portion of the required floor area may have a ceiling height of less than 5 feet (1524 mm). CL centerline PLT plate Architect immediately. If, in the opinion of any Contractor, any construction details shown or otherwise 2. Bathrooms shall have a minimum ceiling height of 6 feet 8 inches (2032 mm) at the center of the front clearance area for fixtures. The ceiling CLR clear PLWD plywood concrete masonry unit specified are in conflict with accepted industry standards for quality construction or might interfere with height above fixtures shall be such that the fixture is capable of being used for its intended purpose. A shower or tub equipped with a CMU PT pressure treated concrete his full guarantee of the work, he/she is to notify the Architect immediately for clarification. No omission showerhead shall have a minimum ceiling height of 6 feet 8 inches (2032 mm) above a minimum area 30 inches (762 mm) by 30 inches (762 CONC NTS not to scale CONT continuous over or lack of detailed requirements in the drawings or specifications is to be construed as allowing any mm) at the showerhead. O/ D deep on center materials or workmanship below industry standards. R30S.1.1 Basements. Portions of basements that do not contain habitable space, hallways, bathrooms, toilet rooms and laundry rooms shall have O.C. DBL double OSB oriented strand board 5. Do not scale drawings. Drawings of larger scale or greater detail take precedence over drawings of a ceiling height of not less than 6 feet 8 inches (2032 mm). DET detail PTD painted . smaller scale. Specifications take precedence over drawings. Exceptions: DF douglas fir RDWD redwood 6. The drawings are intended as instruments of service and shall remain property of the Architect. Beams, girders, ducts or other obstructions may project to within 6 feet 4 inches (1931 mm) of the finished floor. DIA diameter REIN reinforced 7. All dimensions are to face of finish material and/or centerline of window or door unless otherwise noted. R311.6 Hallways. The minimum width of a hallway shall be not less than 3 feet (914 mm). DIM dimension REQD required Vertical dimensions are to finish floor unless otherwise note. It is the Contractor's responsibility to R312.1 Guard. Guard rail shall be provided in accordance with Section R3 12.1.1 through R3 I2.1.4. DWG drawing RWDL rainwater down leader establish sub floor elevations. R312.1.1 Where required. Guard shall be located along open-sided walking surfaces, including stairs, ramps and landings that are located more (E)/EXIST existing SIM similar 8. It is the Contractor's responsibility to maintain a complete and organized set of construction documents than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the ELEC electric SF square feet elevation pertinent to their work at the project site at all times when work is in progress. open side. Insect screening shall not be considered as a guard. EL SLAD see landscape architecture drawings equal Site Conditions: Contractors shall verify and be responsible for all job site conditions, measurements and R312.1.2 Height. Required guard at open-sided walking surfaces, including stairs, porches, balconies or landing, shall be not less than 42 inches EQ SSD see structural drawings 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland EQUIP equipment thick/thickness LINVILL POND ARCHITECTS levels pertinent to their work. If differing from Contract Drawings or reviewed Submittals, discrepancies (1067 mm) high measured vertically above the adjacent walking surfaces, or the line connecting to the leading edge of the tread. T EQUIV equivalent to be determined shall be brought to Architect's attention immediately. Exceptions: TBD EXT exterior TEMP tempered 9. At all times the Contractors shall be solely and completely responsible for the conditions of the job site 1. Guards on the open side of stair shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading FIN finished T.O. top of pertinent to their work, including safety of persons and property, and for all necessary independent edges of the tread . FF finished floor TYP typical engineering reviews of these conditions. Architect's and or the Structural Engineer's job site review is not Where the top of the guard rail is on the open side of stair, the top of the guard rail shall not be more than 34 inches (864 mm) and not more than FLASH flashing U.O.N. unless otherwise noted intended to included review of the adequacy of the Contractor's safety measures. The Contractors shall 38 inches (965 mm) measured vertically from a line connecting the leading edges of the tread. FLR floor VERT vertical take all precautions necessary to protect workmen and public from injury; protect from damage all F.O. face of V.I.F. verify in field existing utility lines, structures, and property, on and adjacent to project site; keep the job site and FOUND. foundation W wide/width fire rated adjoining premises free from accumulations of waste materials resulting from the Work. The Contractor R308.4.2 Glazing adjacent doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is FR. W/ with GA gauge wood shall not bury or burn rubbish on Owner's premises. within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than WD GALV galvanized without 10. The Contractors are responsible for all safe temporary shoring and bracing necessary to support the 60 inches (1524 mm) above the floor or walking surface shall be considered a hazardous location. W/O GL glass waterproof incomplete structure as is pertinent to their work. WP Exceptions: GSM galvanized sheet metal waterproof membrane 11. Contractors shall supervise and direct the pertinent work, inspect all work in progress and materials as WPM 1. Decorative glazing. GWB gypsum board they arrive for compliance with the Contract Documents and reject defective work or materials 2. When there is an intervening wall or other permanent barrier between the door and the glazing. immediately upon performance or delivery; deliver, store and handle all materials and products in a 3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position. manner which will prevent their damage and deterioration. 4. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with section 12. Prior to commencement of any portion of work, the Contractor shall carefully inspect and verify that R308.4.3. work is complete to the point where new work may properly commence and all areas of discrepancy 5. Glazing that is adjacent to the fixed panel of patio doors. have been fully resolved. R308.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a 13. All materials and equipment are to be installed in strict accordance with the latest edition of hazardous location: 1. The exposed area of an individual pane is larger than 9 square feet (0.836 m2); 2. The bottom edge of the glazing is less than 18 1 detail number manufacturer's written installation instructions and specifications. Generic materials not specified by inches (457 mm) above the floor; 3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and 4. One or more walking section cut line manufacturer are to be installed in accordance with recommendations of applicable trade associations surfaces are within 36 inches (914 mm), measured horizontally and in a straight line, of the glazing. A5.1 sheet location (For example, Concrete Institute, Steel Institute, Gypsum Association, etc.) R308.4.S Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, The Architect and the Contractor shall coordinate work in order to produce harmony of matching bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured finishes, textures, colors, etc. throughout various components of the project. vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple A window designation 14. Contractor shall minimize construction waste and follow sustainable construction practices. Salvage glazing. and recycle all construction and demolition materials as feasible. Utilize salvaged or FSC certified Exception: Glazing that is more than 60 inches (L524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, lumber as specified. No PVC products are to be used. Paints, construction adhesives, and other spa, whirlpool, or swimming pool. 1 door designation building materials to be low VOC if available. R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered a hazardous location. revision note R308.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 3 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a hazardous location. Fire, CO2 and Fireplace Notes: Carbon Monoxide Alarms: shall receive their power from the building wiring and the alarm shall be elevation datum or control point equipped with a battery back-up. Carbon monoxide alarms may be solely battery operated where repairs

and alterations do not result in the removal of wall and ceiling ﬁnishes or there is no access by means of 478 Vermont Avenue Berkeley, CA 94707 attic, basement or crawl space. CRC R315.1.1 101 room number Gahl-Regier Residence Smoke Detectors: Building permits for alterations exceeding $1000 require installation of smoke detectors in the following locations: (a) in each sleeping room, (b) on the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms, (c) on each story and in the basement (if 1 drawing number any) elevation plane Berkeley Construction and Demolition Debris Diversion A8.1 sheet location Conformance to the Construction and Demolition Debris Diversion Requirements is required for renovation projects valued over $100,000 and projects with demolitions valued over $3,000. Contractor to: A. Provide Waste Diversion Plan. The WDP must be submitted and approved by the Building and Safety Division prior to issuance of building or demolition permits. 5'-0" ﬁnished dimension, B. Provide document of plan implementation, such as receipts and bills of lading, shall be submitted and approved unless otherwise noted by the Building Inspector prior to building permit signoff. Product Family: C. Applicants using an online tracking system, such as Green Halo www.greenhalosystems.com are not required to View the performance data details of our product offering by selecting the appropriate options. Casement complete the Waste Diversion Worksheet. However, the Construction and Demolition Waste Diversion Form is 5'-0" face of framing dimension, required unless otherwise noted Model Push Out Finish Non-Clad Operation L/R Public Works Notes - Right of Way 1. The applicant shall obtain an encroachment permit from the Engineering Division prior to commencing any Gas Fill AIR SDL No SDL Apply Filter construction activities within any public right-of- way or easement. EQ. EQ. center referenced item 2. All mud, dirt or construction debris carried off the construction site onto adjacent streets shall be removed each in dimensioned area No SDL SDL With Internal Spacer U- day. No materials shall be discharged onto a sidewalk, street, gutter, storm drain or creek. C Model Finish Operation Loewen Branding Glazing Type Glass Thickness Width(s) Gas Fill Grid Type CR <1" >1" L

value 01.30.2017 3. Any damage to street improvements now existing or done during construction on or adjacent to the subject Planning Loewen Window NFRC ratings, or equiv.: SHGC VT SHGC VT SHGC VT property shall be repaired to all current requirements of the City Engineer at the full expense of the applicant. This shall include Push Non- 63-130 Product Family:L/R CL-CL N 3mm 3mm AIR No SDL 0.41 45 0.51 0.54 Out Clad View the performance data details(1/2") of our product offering by selecting the appropriate options. sidewalk repair, slurry seal, street reconstruction or others, as may be required by the City Engineer. Casement Push Non- 63-130 L/R BZ-CL N 3mm 3mm AIR No SDL 0.41 45 0.41 0.40 4. All improvements within the public right-of-way, including curb, gutter, sidewalks, driveways, paving and utilities, Out Clad (1/2") shall be reconstructed in accordance with approved standards and/or plans and shall comply with the standard plans and

Push Non- 63-130 Date: Type: Drawn by: L/R Model PushGY-CL Out N 3mmFinish 3mm Non-Clad AIR NoOperation SDL 0.41 L/R45 0.38 0.36 Out Clad (1/2") speciﬁcation of the City of Berkeley.

Push Non- Gas Fill AIR SDL No63-130 SDL Apply Filter L/R SCBZ-CL N 3mm 3mm AIR No SDL 0.41 45 0.25 0.15 5. The existing upper sewer lateral for the subject building shall be brought into compliance with Chapter 15 of the ❧ Out Clad (1/2") ❧ Push Non- 63-130 Berkeley City Code and with all current requirements of the Maintenance and Engineering Division prior to Final Building L/R SCGY-CL N 3mm 3mm AIR No SDL 0.41 45 0.23No SDL0.14 SDL With Internal Spacer No. C28395 Out Clad (1/2") U- Inspection. A3.1 Model Finish Operation Loewen Branding Glazing Type Glass Thickness Width(s) Gas Fill Grid Type CR <1" >1" Ren. 11.30.17 A1.2 Push Non- 63-130 value L/R Heat-Smart D LE180-CL N 3mm 3mm AIR No SDL 0.30 56 0.42 0.52 Out Clad (1/2") SHGC VT SHGC VT SHGC VT 6. The owner and builder shall comply with all City requirements regarding water pollution prevention, noise PushPush Non-Non- 63-13063-130 control, construction work hours, and archeological discoveries. L/RL/R Heat-Smart D CL-CLCL-LE180 N N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.410.30 4556 0.510.45 0.540.52 of 18 OutOut CladClad (1/2")(1/2") 2 of 7 Push Non- 63-130 Push Non- L/R BZ-CL N 3mm 3mm 63-130 AIR No SDL 0.41 45 0.41 0.40 Out Clad L/R Heat-Smart D BZ-LE180 N 3mm 3mm (1/2") AIR No SDL 0.30 56 0.35 0.38 Out Clad (1/2") Push Non- 63-130 L/R GY-CL N 3mm 3mm AIR No SDL 0.41 45 0.38 0.36 OutPush CladNon- (1/2")63-130 L/R Heat-Smart D GY-LE180 N 3mm 3mm AIR No SDL 0.30 56 0.32 0.34 PushOut Non-Clad 63-130(1/2") L/R SCBZ-CL N 3mm 3mm AIR No SDL 0.41 45 0.25 0.15 Out Clad (1/2") Push Non- SCBZ-LE180 63-130 Push Non- L/R Heat-Smart D 3mm 3mm 63-130 AIR No SDL 0.30 56 0.19 0.15 Out Clad L/R SCGY-CLN N 3mm 3mm (1/2") AIR No SDL 0.41 45 0.23 0.14 Out Clad (1/2") PushPush Non-Non- SCGY-LE180 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D LE180-CL N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5656 0.420.18 0.520.13 OutOut CladClad N (1/2")(1/2") PushPush Non-Non- 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D CL-LE180LE240-CL NN 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5656 0.450.17 0.520.26 OutOut CladClad (1/2")(1/2") Push Non- 63-130 Push Non- L/R Heat-Smart D BZ-LE180 N 3mm 3mm 63-130 AIR No SDL 0.30 56 0.35 0.38 Out Clad L/R Heat-Smart D CL-LE240 N 3mm 3mm (1/2") AIR No SDL 0.30 56 0.33 0.26 Out Clad (1/2") Push Non- 63-130 L/R Heat-Smart D GY-LE180 N 3mm 3mm AIR No SDL 0.30 56 0.32 0.34 OutPush CladNon- (1/2")63-130 L/R Heat-Smart D BZ-LE240 N 3mm 3mm AIR No SDL 0.30 56 0.26 0.19 PushOut Non-Clad SCBZ-LE180 63-130(1/2") L/R Heat-Smart D 3mm 3mm AIR No SDL 0.30 56 0.19 0.15 Out Clad N (1/2") Push Non- 63-130 Push Non- L/R Heat-Smart D SCGY-LE180GY-LE240 N 3mm 3mm 63-130 AIR No SDL 0.30 56 0.25 0.17 Out Clad L/R Heat-Smart D 3mm 3mm (1/2") AIR No SDL 0.30 56 0.18 0.13 Out Clad N (1/2") PushPush Non-Non- SCBZ-LE240 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D LE240-CL N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5656 0.170.14 0.260.07 OutOut CladClad N (1/2")(1/2") PushPush Non-Non- SCGY-LE240 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D CL-LE240 N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5656 0.330.13 0.260.07 OutOut CladClad N (1/2")(1/2") Push Non- 63-130 Push Non- L/R Heat-Smart D BZ-LE240 N 3mm 3mm 63-130 AIR No SDL 0.30 56 0.26 0.19 Out Clad L/R Heat-Smart D LE270-CL N 3mm 3mm (1/2") AIR No SDL 0.30 57 0.25 0.46 Out Clad (1/2") Push Non- 63-130 L/R Heat-Smart D GY-LE240 N 3mm 3mm AIR No SDL 0.30 56 0.25 0.17 OutPush CladNon- (1/2")63-130 L/R Heat-Smart D CL-LE270 N 3mm 3mm AIR No SDL 0.30 57 0.30 0.46 PushOut Non-Clad SCBZ-LE240 63-130(1/2") L/R Heat-Smart D 3mm 3mm AIR No SDL 0.30 56 0.14 0.07 OutPush CladNon- N (1/2")63-130 Push Non- L/R Heat-Smart D SCGY-LE240BZ-LE270 N 3mm 3mm 63-130 AIR No SDL 0.30 57 0.24 0.34 Out Clad L/R Heat-Smart D 3mm 3mm (1/2") AIR No SDL 0.30 56 0.13 0.07 Out Clad N (1/2") PushPush Non-Non- 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D LE270-CLGY-LE270 N N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5757 0.250.23 0.460.31 OutOut CladClad (1/2")(1/2") PushPush Non-Non- SCBZ-LE270 63-13063-130 L/RL/R Heat-SmartHeat-Smart D D CL-LE270 N 3mm3mm 3mm 3mm AIRAIR NoNo SDL SDL 0.300.30 5757 0.300.12 0.460.13 OutOut CladClad N (1/2")(1/2") Push Non- 63-130 Push Non- L/R Heat-Smart D BZ-LE270SCGY-LE270 N 3mm 3mm 63-130 AIR No SDL 0.30 57 0.24 0.34 Out Clad L/R Heat-Smart D 3mm 3mm (1/2") AIR No SDL 0.30 57 0.11 0.12 Out Clad N (1/2") Push Non- 63-130 L/R Heat-Smart D GY-LE270 N 3mm 3mm AIR No SDL 0.30 57 0.23 0.31 OutPush CladNon- (1/2")63-130 Push Non- SCBZ-LE270 63-130 L/R Heat-Smart D 3mm 3mm AIR No SDL 0.30 57 0.12 0.13 Out Clad N (1/2") Push Non- SCGY-LE270 63-130 L/R Heat-Smart D 3mm 3mm AIR No SDL 0.30 57 0.11 0.12 Out Clad N (1/2") Push Non- 63-130 ❧ ❧ No. C28395 Ren. 11.30.17 v 510.547.7196 f 510.601.7196 .

garage, street view 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland LINVILL POND ARCHITECTS west facade, interior lot view south facade, street view west facade, interior lot view Proposed ground ﬂoor expansion to occur in hatched area. No expansion of upper ﬂoor garage front half of lot depth P 100.00' L 4' Side Yard Setback 46.21'

(E) stone patio (E)Garage over (E) rec room (E) concrete driveway

(E) breezeway roof 20' Rear Yard Setback

Subject Property

478 Vermont Ave 20' Front Yard Setback Vermont Avenue Berkeley CA, 94707 no work proposed for dwelling 478 Vermont Avenue Berkeley, CA 94707 Gahl-Regier Residence (E) concrete walkway

50.00' Parcel Conditions and Permit History 4' Side Yard Setback 100.00'

Parcel Conditions: 478 VERMONT AVE 1 Existing Site Plan APN: 062 294202200 A2.1 1/8" = 1' 0" See site survey for additional site information No increases in roof area or other impermeable surfaces are No new fenestration or mechanical/ proposed. Therefore no changes to site drainage are required. plumbing vents within 3' of property line 0 4 8 16 32 Name (printed) Signature Address Renter or Owner Date Have no objections Have objections-Please brieﬂy state Have no comment LAWS JOHN W & GRAY RHONDA A 487 Boynton Ave.

01.30.2017 WERBLIN FRANK TR 491 Boynton Ave. Planning WILKIE DAVID & SUSAN 474 Vermont Ave. SCOLLARD MICHAEL & LUCILLE TRS 484 Vermont Ave.

ROWNTREE LESTER B & CONKEY MAR 483 Vermont Ave. Date: Type: Drawn by: ZUSSMAN MOSHE & LINDA TRS 479 Vermont Ave. LUDEWIGT BERNHARD A 475 Vermont Ave. A2.1A3.1 confronting and abutting parcels given notiﬁcation 3of of18 7

Zoning/General Plan Regulation Applies Arts District No Commercial District with Use Quotas No General Plan Area LDR Zoning District R-1H Seismic Safety Earthquake Fault Rupture(Alquist-Priolo) Zone Yes Landslide (Seismic Hazards Mapping Act) Yes

Liquefaction (Seismic Hazards Mapping Act) No Un-reinforced Masonry Building Inventory No Historic Preservation Landmarks or Structure of Merit No Environmental Safety Creek Buffer No Environmental Management Area No Fire Zone 2 Flood Zone(100-year or 1%) No Additional Parcel Info Parcel Larger than or equal to 10,000 Square Feet No Parcel Larger than or equal to one acre(43,560 square feet) No Redevelopment Area No ❧ ❧ No. C28395 Ren. 11.30.17 v 510.547.7196 f 510.601.7196

1 .

474 Vermont Ave 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland LINVILL POND ARCHITECTS

Proposed ground ﬂoor expansion to occur in hatched area. No expansion of upper ﬂoor garage front half of lot depth P 100.00' L 4' Side Yard Setback 46.21'

(E) stone patio (E)Garage over (E) rec room (E) concrete driveway

(E) breezeway roof 20' Rear Yard Setback

Subject Property

478 Vermont Ave 20' Front Yard Setback Vermont Avenue Berkeley CA, 94707 no work proposed for dwelling 478 Vermont Avenue Berkeley, CA 94707 Gahl-Regier Residence (E) concrete walkway

50.00' 4' Side Yard Setback 100.00'

484 Vermont Ave 1 0 4 8 16 32

1 Existing Site Plan

01.30.2017 A2.1.1 1/8" = 1' 0" See site survey for additional site information Planning No increases in roof area or other impermeable surfaces are No new fenestration or mechanical/ proposed. Therefore no changes to site drainage are required. plumbing vents within 3' of property line Date: Type: Drawn by:

A2.1.1A3.1 of 18 Revision#: 1 Date: 05.01.17 4 of 7 1 2 3 1 2 3 The addtion occurs in dimensioned area to the left. 1 1 20'0" The extent of the addition is congruent with outside

edge of the roof above. That area corresponds to ❧ 20'0" 2'3" ❧ upper ﬂoor above No. C28395 hatched gray are shown in the proposed ground Ren. 11.30.17 A ﬂoor plan below. v 510.547.7196 f 510.601.7196

A "

2'6 X.2 X.3 X.4 X.5 X.6 20' x 2'6 = 50 sq. ft. 2'3" x 9'1"= 20.43 sq. ft. (rounded to nearest = 20) X.8 2'3" x 2'2"/2= 2.43 sq. ft ((rounded to nearest = 2) X.1 50 + 20 + 2= total of 72 sq. ft.

Demolition Notes: 1 1. Demolish and remove from site those items so " Rec Room indicated on the Drawings.

9'1 2. Prior to start of demolition, carefully study the Drawings to determine extent and scope of work. In company with the Owner, visit the site and verify the

extent of demolition to be performed under this . Contract. 21'0" 3. Shut off, cap and otherwise protect public utility B B lines in accordance with the requirements of the

2'2" public agency or utility having jurisdiction. 1 4. Dispose of all debris in accordance with local regulations. 5. Provide plywood enclosure/compartment as 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland storage required to protect interior space from the weather. LINVILL POND ARCHITECTS (e) gas and electric 6. Protect trees and shrubs, where indicated to meters to remain remain, by providing a fence around the tree or shrub of sufficient distance away and of sufficient height so remove (e) garage door trees and shrubs will not be damaged in any way as part of this Work. C 7. Remove, protect, and store all appliances, fixtures, C and fittings as requested by Owner. X.7 1 Existing and Demolition Plan Garage Floor 2 Existing and Demolition Ground Floor A4.1 1/4" = 1' 0" A4.1 1/4" = 1' 0"

1 2 3 1 2 3

B C 1 2 A A Stair and Guardrail Notes, Typical: 1. Guardrail height min. 42” A D 2. Spacing for intermediate rails shall be such that a 4” dia. sphere can not pass through. gray hatched area 3. Handrail cross section dimension 1 1/4” to 2” indicates area of addition mounted 34” to 38” above tread nosing. Rqd. at all stairs with 4 or more risers. Max. projection into workshop area stairwell 4 1/2”. Rec Room 4. Handrail ends shall return to wall or starting newel. 5. Handrails shall be mounted such that rail and supporting structure are capable of withstanding min. load of 200 lbs. in any direction at any point on the rail. u 6. Rise = 7.75” max., Run = 10” min. (e) post to 7. Tallest riser not > 3/8” shortest riser. Longest tread remain >3/8” shortest tread. 478 Vermont Avenue Berkeley, CA 94707 B B 8. 3/4” min. and 1 1/4” max. nosing required on treads. 9. Maintain 6’-8” min. clear headroom at all locations. Gahl-Regier Residence 10. Provide 5/8” Type X GWB at all walls and sofﬁts of enclosed usable space under stairs. new 1 hour wall 11. Any triangular opening formed by the riser, tread, 6 and bottom element of a guardrail at the open side of stairways shall be such that a 6 inch sphere cannot pass through. 4 12. Min. stair and landing widths shall be 36”

d closet 5 Revision #1, 04/28/17 3 C C 01.30.2017 3 Proposed Plan Garage Floor 4 Proposed Plan Ground Floor Planning A4.1 1/4" = 1'LaTrasse 0" Exterior Door Schedule 04.25.2013Fenestration Removed A4.1 1/4" = 1' 0" 72 sq. ft. ground ﬂoor addition Designation Type Size Material Glazing Wall legend X.1 4 ﬁxed sash unit 8’6” x 6’0” wood single

existing wall/ feature removed Date: Type: Drawn by: X.2 door, full lite pair 5’0” x 6’8” wood single LaTrasse Door Schedule 04.25.2013 LaTrasse Exterior Door Schedule 04.25.2013 existing wall to remain Proposed & Existing Doors to Remain Proposed Windows new wall X.3 fixed sash 2’0” x 6’0” wood single Designation Material Style/model Glazing Dimensions Swing Jamb size Prehung Finish Hardware Designation Type Size Material Glazing Tempered new half wall X.4 fixed sash 2’0” x 6’0” wood single 1 wood full lite pair 5/8” IGU 6’0” x 6’8” LR TBD yes paint TBD A casement pair 5’0” x 4'8" wood 5/8” IGU yes 2 wood full lite pair 5/8” IGU 6’0” x 6’8” LR 4 13/16” yes paint TBD overhead beam line X.5 door, full lite pair 5’0” x 6’8” wood single 3 wood existing overhead garage door none 8’0” x 7’0” roll up 4 13/16” yes paint TBD B casement pair 5’0” x 4'8" wood 5/8” IGU yes A4.1 X.6 fixed sash 2’0” x 6’0” wood single 4 wood flat panel, 20 min fire rated none 2’8” x 6’8” R 4 13/16” yes paint self closing C casement pair 5’0” x 4'8" wood 5/8” IGU yes 5 wood flat panel none 2’8” x 6’8” R 4 13/16” yes paint TBD X.7 garage door 8’0” x 7’0” wood none 0 1 2 4 8 16 6 wood custom shaped panel none templates R 4 13/16” no paint TBD D casement pair 5’0” x 4'8" wood 5/8” IGU yes 5 of 7 ❧ ❧ No. C28395 v 510.547.7196 Ren. 11.30.17 f 510.601.7196

Existing East Elevation 1 1/4" = 1' 0" A5.1

concrete driveway sidewall .

(e) garage door to remain

(e) ptd. wood siding to remain (e) gas and electric meter box 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland LINVILL POND ARCHITECTS Existing South Elevation 5 Proposed East Elevation 2 1/4" = 1' 0" A5.1 1/4" = 1' 0" A5.1

(e) breezeway roof to remain

lowered gas and electric meter box Existing West Elevation 3 1/4" = 1' 0" A5.1 17' 2" addition occurs in this area Proposed South Elevation 6 max. and average roof height 1/4" = 1' 0" A5.1 478 Vermont Avenue Berkeley, CA 94707 Gahl-Regier Residence

8' 8" finished floor 7' 3" height of infill addtion

(e) breezeway roof to remain Revision 1 05.01.17

(e) concrete driveway sidewall 0' 1" 01.30.2017 ﬁnished ﬂoor Planning

0' 0" ﬁnished grade 596' grade reference elevation, see survey 1 Date: Type: Drawn by: addition occurs in this area Proposed West Elevation 4 1/4" = 1' 0" A5.1 A5.1 Proposed North Elevation 6 changes to north elevation 1/4" = 1' 0" A5.1 limited to siding in this area 0 1 2 4 8 16 6 of 7 ❧ ❧ No. C28395 Match (E) siding Ren. 11.30.17 v 510.547.7196 f 510.601.7196

4x8 D.F. header

Lap WRB over z-ﬂashing .

Ptd. mtl. z-ﬂashing

Wrap rough opening with 12" wide ﬂexible ﬂashing tape per manufacturer's instructions 5427 Telegraph Ave, Suite A Oakland CA 94609 CA Oakland LINVILL POND ARCHITECTS

Loewen wood push out casement window, typical. 478 Vermont Avenue Berkeley, CA 94707

Cant sub-sill 5 degrees Gahl-Regier Residence outward for drainage

Lap sill ﬂashing wrap over top of WRB below

(E) & (N)2x4 wall, ﬁll w/ R-13 batt insulation 01.30.2017 Planning

1 Proposed window detail Drawn by: A7.1 3" = 1'-0" Date: Type:

A7.1

7of of 187