Certificate of Appropriateness Case Reportcommissions.sfplanning.org/hpcpackets/2018-002987COA-02.pdf · 2018. 6. 7. · Certificate of Appropriateness July 20, 2018. 2 . Case Number

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Certificate of Appropriateness Case Report HEARING DATE: JUNE 20, 2018

CONSENT CALENDAR

Filing Date: April 11, 2018 Case No.: 2018-002987COA-02 Project Address: 966 MINNESOTA STREET Historic Landmark: Dogpatch Landmark District Zoning: RH-3 (Residential-House, Three Family) Zoning District 40-X Height and Bulk District Block/Lot: 4106 / 012 Applicant: Suheil Shatara Shatara Architecture Inc. 890 7th Street San Francisco, CA 94107 Staff Contact Rebecca Salgado – (415) 575-9101 [email protected] Reviewed By Tim Frye – (415) 575-6822 [email protected]

PROPERTY DESCRIPTION 966 MINNESOTA STREET is a contributing building within the Dogpatch Landmark District’s boundaries. The subject property is located on the west side of Minnesota Street between 20th and 22nd Streets, on Assessor’s Block 4106, Lot 012. The property’s lot has approximately 25 feet of frontage on Minnesota Street. 966 Minnesota Street was constructed circa 1900. The Classical Revival–style three-story, wood-frame building has horizontal wood siding as its exterior cladding. The Dogpatch Landmark District was designated in 2003. PROJECT DESCRIPTION

The proposed project is to enclose an existing covered porch at the ground floor and two existing covered balconies at the second and third floors to become interior space, all at the rear elevation; replace replace the railings and decking on the existing multistory rear deck; and related interior alterations. Specifically, the proposal includes:

• Demolition of portions of the rear facade at all three levels and the construction of new walls to enclose the existing ground-floor porch and upper floor covered balconies, adding approximately 225 square feet to the interior square footage of the property. The new portions of the rear elevation will be clad with wood siding to match the existing wood siding, and will include wood doors at all three levels and one new double-hung wood window each at the second and third floors.

Certificate of Appropriateness July 20, 2018

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Case Number 2018-002987COA-02 966 Minnesota Street

• In-kind replacement of five (5) one-over-one double hung wood and aluminum windows with new one-over-one wood double-hung windows in the existing openings at the rear elevation at all three levels.

• Modifications to the existing multistory rear deck, including replacing the metal picket railings in kind and replacing wood decking at the second and third floors with metal decking.

• Interior alterations at all three floors of the property in connection with the enclosure of the existing exterior rear deck and covered balconies.

Please see photographs and plans for details. OTHER ACTIONS REQUIRED The proposed project will require a Building Permit. COMPLIANCE WITH THE PLANNING CODE PROVISIONS The proposed project is in compliance with all other provisions of the Planning Code. APPLICABLE PRESERVATION STANDARDS ARTICLE 10 Pursuant to Section 1006.2 of the Planning Code, unless exempt from the Certificate of Appropriateness requirements or delegated to Planning Department Preservation staff through the Administrative Certificate Appropriateness process, the Historic Preservation Commission is required to review any applications for the construction, alteration, removal, or demolition of any designated Landmark for which a City permit is required. Section 1006.6 states that in evaluating a request for a Certificate of Appropriateness for an individual landmark or a contributing building within a historic district, the Historic Preservation Commission must find that the proposed work is in compliance with the Secretary of the Interior’s Standards for the Treatment of Historic Properties, as well as the designating Ordinance and any applicable guidelines, local interpretations, bulletins, related appendices, or other policies. THE SECRETARY OF THE INTERIOR’S STANDARDS Rehabilitation is the act or process of making possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values. The Rehabilitation Standards provide, in relevant part(s):

Standard 1: A property shall be used for its historic purpose or be placed in a new use that requires

minimal change to the defining characteristics of the building and its site and environment.

The proposed project does not involve a change in use of the property. Therefore, the proposed project complies with Rehabilitation Standard 1.


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Standard 2: The historic character of a property shall be retained and preserved. The removal of

historic materials or alteration of features and spaces that characterize a property shall be avoided. While the proposed project involves the removal of a mixture of historic and non-historic fabric at the rear elevation, none of the work will remove character-defining features of the building. The new and replacement wood windows and doors to be installed at the rear elevation will be compatible with the existing wood double-hung windows found at the building, and will be surrounded by horizontal wood siding matching the historic horizontal wood siding found at the building’s rear elevation. The proposed deck modifications and interior alterations will not remove or alter any historic character-defining features of the building. Therefore, the proposed project complies with Rehabilitation Standard 2.

Standard 3: Each property will be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken.

The proposed project does not include the addition of conjectural elements or architectural features from other buildings. Therefore, the proposed project complies with Rehabilitation Standard 3.

Standard 4: Most properties change over time; those changes that have acquired historic significance

in their own right shall be retained and preserved.

The proposed project does not involve alterations to changes to the property that have acquired significance in their own right. Therefore, the proposed project complies with Rehabilitation Standard 4.

Standard 5: Distinctive features, finishes, and construction techniques or examples of fine

craftsmanship that characterize a property will be preserved.

The rear elevation windows and doors to be removed as part of the proposed project are not distinctive features of the building, and are utilitarian in character. A small amount of historic wood siding at the rear elevation will be removed, and horizontal wood siding matching the historic wood siding will be installed around the modified window and door openings at the rear elevation. To ensure that the new wood siding match the historic wood siding, Planning staff will review and approve new siding samples. None of the other proposed work will destroy distinctive features of the property. Therefore, the proposed project complies with Rehabilitation Standard 5.

Standard 6: Deteriorated historic features will be repaired rather than replaced. Where the severity of

deterioration requires replacements of a distinctive feature, the new feature will match the old in design, color, texture and other visual qualities and, where possible, materials.


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Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.

The proposed project does not call for the replacement or repair of deteriorated historic features. Therefore, the proposed project complies with Rehabilitation Standard 6.

Standard 7: Chemical or physical treatments, such as sandblasting, that cause damage to historic

materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible.

The proposed project will not involve the use of chemical or physical treatments to historic elements of the rear elevation. Therefore, the proposed project complies with Rehabilitation Standard 7.

Standard 8: Significant archaeological resources affected by a project shall be protected and

preserved. If such resources must be disturbed, mitigation measures will be undertaken.

The proposed project does not involve any excavation work. Therefore, the proposed project complies with Rehabilitation Standard 8.

Standard 9: New additions, exterior alterations, or related new construction will not destroy historic

materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment.

The proposed project includes exterior alterations to the subject property, including enclosing an existing covered porch at the ground floor and two existing covered balconies at the second and third floors to become interior space, all at the rear elevation; replacing windows in their existing openings at the rear elevation; and replacing the railings and decking on the existing multistory rear deck. The rear elevation windows and doors to be removed are not character-defining features of the building, and as such, their removal will not destroy historic materials, features, and spatial relationships that characterize the property. The new wood double-hung windows and wood doors at the rear elevation will be compatible with the existing windows found at this property, in that they will align with the materials and configuration of the existing windows, while also being differentiated from the historic windows due to their slightly different proportions and details. The proposed new metal deck railings and metal decking will be differentiated from historic elements of the rear elevation through their simple, utilitarian design and detailing. Overall, the proposed project maintains the historic integrity of the subject property. Therefore, the proposed project complies with Rehabilitation Standard 9.

Standard 10: New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired.


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The proposed project would not affect the essential form and integrity of the building, as the work is only minimally visible from a public right-of-way, is located within the existing footprint of the building, and will not impact any character-defining features of the subject property. The new windows and doors at the rear elevation could be removed without impacting the essential form and integrity of the landmark. Therefore, the proposed project complies with Rehabilitation Standard 10.

Summary: The Department finds that the overall project is consistent with the Secretary of the Interior

Standards for Rehabilitation.

PUBLIC/NEIGHBORHOOD INPUT To date, the Department has received no public input on the project at the date of this report. ISSUES & OTHER CONSIDERATIONS None.


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STAFF ANALYSIS Included as an exhibit are architectural drawings of the existing building and the proposed project. Based on the requirements of Article 10 and the Secretary of Interior’s Standards, Department staff has determined the following: Staff finds that the proposed project would retain the existing residential use of the building and would cause minimal changes to the form of the building without removing any character-defining features or materials. The rear elevation windows and doors to be removed are not character-defining features of the building, and as such, their removal will not destroy historic materials, features, and spatial relationships that characterize the property. The new and replacement wood double-hung windows and wood doors at the rear elevation will be compatible with the existing historic windows at the property, in that they will align with the materials and configuration of the existing windows, while also being differentiated from the historic windows due to their slightly different proportions and details. Although a small amount of historic wood siding at the rear elevation will be removed as part of the proposed work, this removal will be limited only to the areas where the existing open patio and balconies are being enclosed. As a condition of approval, the Planning Department recommends that Planning staff review and approve any new wood siding to be used at the property. The proposed new metal deck railings and metal decking to be installed at the existing multistory deck will be differentiated from historic elements of the rear elevation through their simple, utilitarian design and detailing. Staff finds that proposed work will be in conformance with the Secretary’s Standards and requirements of Article 10, and that the proposed work is compatible with the character-defining features of the subject site and with the Dogpatch Landmark District. ENVIRONMENTAL REVIEW STATUS The Planning Department has determined that the proposed project is exempt/excluded from environmental review, pursuant to CEQA Guideline Section 15301 (Class One-Minor Alteration of Existing facility) because the project is a minor alteration of an existing structure and meets the Secretary of the Interior’s Standards. PLANNING DEPARTMENT RECOMMENDATION Planning Department staff recommends APPROVAL WITH CONDITIONS of the proposed project as it appears to meet the Secretary of the Interior’s Standards for Rehabilitation. CONDITIONS OF APPROVAL To ensure that the proposed work is undertaken in conformance with this Certificate of Appropriateness, staff recommends the following conditions:

1. As part of the Building Permit, the Project Sponsor shall provide a physical sample of the proposed replacement wood siding to be used at limited areas of the rear elevation.


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ATTACHMENTS Draft Motion Exhibits:

• Parcel Map • Sanborn Map • Dogpatch Landmark District Map • Existing Conditions Photographs

Project Sponsor submittal, including: • Reduced Plans

www.sfplanning.org

Historic Preservation Commission Draft Motion HEARING DATE: JUNE 20, 2018

Case No.: 2018-002987COA-02 Project Address: 966 MINNESOTA STREET Historic Landmark: Dogpatch Landmark District Zoning: RH-3 (Residential-House, Three Family) Zoning District 40-X Height and Bulk District Block/Lot: 4106 / 012 Applicant: Suheil Shatara Shatara Architecture Inc. 890 7th Street San Francisco, CA 94107 Staff Contact Rebecca Salgado – (415) 575-9101 [email protected] Reviewed By Tim Frye – (415) 575-6822 [email protected]

ADOPTING FINDINGS FOR A CERTIFICATE OF APPROPRIATENESS FOR PROPOSED WORK DETERMINED TO BE APPROPRIATE FOR AND CONSISTENT WITH THE PURPOSES OF ARTICLE 10, TO MEET THE STANDARDS OF ARTICLE 10 AND TO MEET THE SECRETARY OF INTERIOR’S STANDARDS FOR REHABILITATION, FOR THE PROPERTY LOCATED ON LOT 012 IN ASSESSOR’S BLOCK 4106, WITHIN AN RH-3 (RESIDENTIAL-HOUSE, THREE FAMILY) ZONING DISTRICT AND A 40-X HEIGHT AND BULK DISTRICT. PREAMBLE

WHEREAS, on April 11, 2018, Suheil Shatara of Shatara Architecture Inc. (Project Sponsor) filed an application with the San Francisco Planning Department (hereinafter “Department”) for a Certificate of Appropriateness for the following work at the subject property located on lot 012 in Assessor’s Block 4106:

• Demolition of portions of the rear facade at all three levels and the construction of new walls to enclose the existing ground-floor porch and upper floor covered balconies, adding approximately 225 square feet to the interior square footage of the property. The new portions of the rear elevation will be clad with wood siding to match the existing wood siding, and will include wood doors at all three levels and one new double-hung wood window each at the second and third floors.

• In-kind replacement of five (5) one-over-one double hung wood and aluminum windows with new one-over-one wood double-hung windows in the existing openings at the rear elevation at all three levels.

• Modifications to the existing multistory rear deck, including replacing the metal picket railings in kind and replacing wood decking at the second and third floors with metal decking.

Motion No. XXXX Case Number 2018-002987COA-02 966 Minnesota Street

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• Interior alterations at all three floors of the property in connection with the enclosure of the existing exterior rear deck and covered balconies.

WHEREAS, the Project was determined by the Department to be categorically exempt from environmental review. The Historic Preservation Commission (hereinafter “Commission”) has reviewed and concurs with said determination. WHEREAS, on June 20, 2018, the Commission conducted a duly noticed public hearing on the current project, Case No. 2018-002987COA-02 (“Project”) for its appropriateness. WHEREAS, in reviewing the Application, the Commission has had available for its review and consideration case reports, plans, and other materials pertaining to the Project contained in the Department's case files, has reviewed and heard testimony and received materials from interested parties during the public hearing on the Project. MOVED, that the Commission hereby grants the Certificate of Appropriateness, in conformance with the architectural plans dated March 29, 2018, and labeled Exhibit A on file in the docket for Case No. 2018-002987COA-02 based on the following findings: CONDITIONS OF APPROVAL To ensure that the proposed work is undertaken in conformance with this Certificate of Appropriateness, staff recommends the following conditions:

1. As part of the Building Permit, the Project Sponsor shall provide a physical sample of the proposed replacement wood siding to be used at limited areas of the rear elevation.

FINDINGS Having reviewed all the materials identified in the recitals above and having heard oral testimony and arguments, this Commission finds, concludes, and determines as follows:

1. The above recitals are accurate and also constitute findings of the Commission. 2. Findings pursuant to Article 10:

The Historical Preservation Commission has determined that the proposed work is compatible with the character of the landmark district as described in the designation report dated December 4, 2002.

The project would retain the existing residential use of the building.

The project would not impact the historic character of the subject property, and does not involve the removal of historic materials or alterations of features and spaces that characterize the subject property. The rear elevation windows and doors to be removed are


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not character-defining features of the building. Although a small amount of historic wood siding at the rear elevation will be removed as part of the proposed work, this removal will be limited only to the areas where the existing open patio and balconies are being enclosed, and this siding will be replaced with new wood siding matching the historic wood siding. The proposed work is all located at the rear of the property, and would be only minimally visible from a public right-of-way. The proposed project retains and preserves the Classical Revival architectural style of the subject property.

The project will incorporate windows, doors, and siding that are compatible with the original, historic portion of the building. The new and replacement wood double-hung windows and wood doors at the rear elevation will be compatible with the existing historic windows at the property, in that they will align with the materials and configuration of the existing windows, while also being differentiated from the historic windows due to their slightly different proportions and details.

The proposed new metal deck railings and metal decking to be installed at the existing multistory deck will be differentiated from historic elements of the rear elevation through their simple, utilitarian design and detailing.

The project would preserve the essential form and integrity of the subject property, and the district and its environment would be unimpaired if the proposed alterations and site work were to be removed at a future date.

The proposed project meets the requirements of Article 10, Appendix L, of the Planning Code.

The proposed project meets the following Secretary of the Interior’s Standards for Rehabilitation:

Standard 1. A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. Standard 2. The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. Standard 3. Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. Standard 4. Changes to a property that have acquired historic significance in their own right will be retained and preserved.


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Standard 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a property shall be preserved.

Standard 9. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Standard 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired.

3. General Plan Compliance. The proposed Certificate of Appropriateness is, on balance,

consistent with the following Objectives and Policies of the General Plan:

I. URBAN DESIGN ELEMENT THE URBAN DESIGN ELEMENT CONCERNS THE PHYSICAL CHARACTER AND ORDER OF THE CITY, AND THE RELATIONSHIP BETWEEN PEOPLE AND THEIR ENVIRONMENT. GOALS The Urban Design Element is concerned both with development and with preservation. It is a concerted effort to recognize the positive attributes of the city, to enhance and conserve those attributes, and to improve the living environment where it is less than satisfactory. The Plan is a definition of quality, a definition based upon human needs. OBJECTIVE 1 EMPHASIS OF THE CHARACTERISTIC PATTERN WHICH GIVES TO THE CITY AND ITS NEIGHBORHOODS AN IMAGE, A SENSE OF PURPOSE, AND A MEANS OF ORIENTATION. POLICY 1.3 Recognize that buildings, when seen together, produce a total effect that characterizes the city and its districts. OBJECTIVE 2 CONSERVATION OF RESOURCES WHICH PROVIDE A SENSE OF NATURE, CONTINUITY WITH THE PAST, AND FREEDOM FROM OVERCROWDING. POLICY 2.4 Preserve notable landmarks and areas of historic, architectural or aesthetic value, and promote the preservation of other buildings and features that provide continuity with past development.


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POLICY 2.5 Use care in remodeling of older buildings, in order to enhance rather than weaken the original character of such buildings. POLICY 2.7 Recognize and protect outstanding and unique areas that contribute in an extraordinary degree to San Francisco's visual form and character. The goal of a Certificate of Appropriateness is to provide additional oversight for buildings and districts that are architecturally or culturally significant to the City in order to protect the qualities that are associated with that significance. The proposed project qualifies for a Certificate of Appropriateness and therefore furthers these policies and objectives by maintaining and preserving the character-defining features of the Liberty-Hill Landmark District for the future enjoyment and education of San Francisco residents and visitors.

4. The proposed project is generally consistent with the eight General Plan priority policies set forth in Section 101.1 in that: A) The existing neighborhood-serving retail uses will be preserved and enhanced and future

opportunities for resident employment in and ownership of such businesses will be enhanced:

The proposed project will not have any impact on neighborhood serving retail uses.

B) The existing housing and neighborhood character will be conserved and protected in order to

preserve the cultural and economic diversity of our neighborhoods:

The proposed project will strengthen neighborhood character by respecting the character-defining features of the landmark district in conformance with the Secretary of the Interior’s Standards.

C) The City’s supply of affordable housing will be preserved and enhanced:

The project will not reduce the affordable housing supply as the existing units will be retained and three new housing units will be added as part of the proposed work.

D) The commuter traffic will not impede MUNI transit service or overburden our streets or

neighborhood parking:

The proposed project will not result in commuter traffic impeding MUNI transit service or overburdening the streets or neighborhood parking.


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E) A diverse economic base will be maintained by protecting our industrial and service sectors from displacement due to commercial office development. And future opportunities for resident employment and ownership in these sectors will be enhanced:

The proposed project will not have any impact on industrial and service sector jobs.

F) The City will achieve the greatest possible preparedness to protect against injury and loss of

life in an earthquake.

Preparedness against injury and loss of life in an earthquake is improved by the proposed work. The work will be executed in compliance with all applicable construction and safety measures.

G) That landmark and historic buildings will be preserved:

The proposed project is in conformance with Article 10 of the Planning Code and the Secretary of the Interior’s Standards.

H) Parks and open space and their access to sunlight and vistas will be protected from

development: The proposed project will not impact the access to sunlight or vistas for the parks and open space.

5. For these reasons, the proposal overall, is appropriate for and consistent with the purposes of

Article 10, meets the standards of Article 10, and the Secretary of Interior’s Standards for Rehabilitation, General Plan and Prop M findings of the Planning Code.


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DECISION

That based upon the Record, the submissions by the Applicant, the staff of the Department and other interested parties, the oral testimony presented to this Commission at the public hearings, and all other written materials submitted by all parties, the Commission hereby GRANTS a Certificate of Appropriateness for the property located at Lot 012 in Assessor’s Block 4106 for proposed work in conformance with the renderings and architectural sketches dated August 10, 2017 and labeled Exhibit A on file in the docket for Case No. 2018-002987COA-02. APPEAL AND EFFECTIVE DATE OF MOTION: The Commission's decision on a Certificate of Appropriateness shall be final unless appealed within thirty (30) days. Any appeal shall be made to the Board of Appeals, unless the proposed project requires Board of Supervisors approval or is appealed to the Board of Supervisors as a conditional use, in which case any appeal shall be made to the Board of Supervisors (see Charter Section 4.135). Duration of this Certificate of Appropriateness: This Certificate of Appropriateness is issued pursuant to Article 10 of the Planning Code and is valid for a period of three (3) years from the effective date of approval by the Historic Preservation Commission. The authorization and right vested by virtue of this action shall be deemed void and canceled if, within 3 years of the date of this Motion, a site permit or building permit for the Project has not been secured by Project Sponsor. THIS IS NOT A PERMIT TO COMMENCE ANY WORK OR CHANGE OF OCCUPANCY UNLESS NO BUILDING PERMIT IS REQUIRED. PERMITS FROM THE DEPARTMENT OF BUILDING INSPECTION (and any other appropriate agencies) MUST BE SECURED BEFORE WORK IS STARTED OR OCCUPANCY IS CHANGED. I hereby certify that the Historical Preservation Commission ADOPTED the foregoing Motion on June 20, 2018. Jonas P. Ionin Commission Secretary AYES: X NAYS: X ABSENT: X ADOPTED: June 20, 2018

Parcel Map

Certificate of Appropriateness Case Number 2018-002987COA-02 Dogpatch Landmark District 966 Minnesota Street

SUBJECT PROPERTY

*The Sanborn Maps in San Francisco have not been updated since 1998, and this map may not accurately reflect existing conditions.

Sanborn Map*


SUBJECT PROPERTY

Dogpatch Landmark District Map


SUBJECT PROPERTY

Aerial Photo


SUBJECT PROPERTY

Aerial Oblique Photo of Rear Elevation


SUBJECT PROPERTY

Site Photo: Front of Building


Site Photo: Rear of Building


Site Photo: Existing Open Patio at

Ground Floor


Site Photo: Existing Covered Balcony at Second Floor


Site Photo: Point of Maximum Visibility of Rear Elevation from Indiana Street


SUBJECT PROPERTY

ADJ. BLDG

ADJ. BLDG

100'-0"

25'-0"

MIN

NE

SO

TA

S

T

INFILL UNDER AN

EXISTING ROOF

BELOW

966-968 MINNESOTA ST

THREE STORY DUPLEX

BLK. & LOT: 4106 / 012

INFILL ENCLOSED SPACE

BELOW EXISTING ROOF

& FLOORS AT ALL LEVELS WITH

WALLS AT THREE SIDES TYP.

REAR YARD

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

SHEET DESCRIPTION

COVER SHEET

SYMBOLSABBREVIATIONS

GENERAL NOTES

DRAWING INDEX

SCOPE OF WORK

VICINITY MAP

SITE PLAN 1/8"=1'-0"

PLANNING INFORMATION BUILDING INFORMATION

DRAWINGS AND SPECIFICATIONS, AS

INSTRUMENTS OF PROFESSIONAL SERVICE,

ARE AND SHALL REMAIN THE PROPERTY OF

THE ARCHITECT.

THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY PROJECTS

OR PURPOSES WHATSOEVER, WITHOUT THE

PRIOR SPECIFIC WRITTEN AUTHORIZATION

OF SHATARA ARCHITECTURE INC

ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT

SHATARA ARCHITETURE INC.

890 7TH STREET

SAN FRANCISCO, CA 94107

TEL: 415-512-7566

CONTACT: SUHEIL SHATARA

PROJECT DIRECTORY

N

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CEMENT

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CLEAR

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CLOSET

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CAULKING

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CEILING

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CONCRETE

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COLUMN

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CONNECTION

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CONN.

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CONC.

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COL.

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CLR.

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CLO.

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CEM.

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CLKG.

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CLG.

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FINISH

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MEMB.

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FLUORESCENT

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FACE OF FINISH

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FACE OF CONCRETE

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FLASHING

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FLOOR

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MISC.

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MTL.

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MFR.

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MIN.

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FIRE EXTINGUISHER

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EXTERIOR

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FIRE ALARM

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FLOOR DRAIN

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FOUNDATION

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EXISTING

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EXPOSED

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EQUIPMENT

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EXPANSION

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EQUAL

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LT.

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MECH.

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LAV.

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MAX.

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JT.

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JAN.

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INT.

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MEMBRANE

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MINIMUM

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MANUFACTURER

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MISCELLANEOUS

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METAL

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SECT.

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SCHED.

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S.

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MECHANICAL

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LAVATORY

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MAXIMUM

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LIGHT

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JANITOR

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INTERIOR

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JOINT

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REINF.

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R.W.L.

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REQ'D.

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RM.

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R.O.

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REFR.

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RGTR.

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RAD.

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R.D.

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REF.

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DBL.

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DIM.

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DIA.

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DEPT.

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DN.

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DR.

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D.S.P

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E.

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EA.

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DWG.

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ELEC.

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ENCL.

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ELEV.

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EL.

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DS.

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CTR.

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APPROXIMATE

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ARCHITECTURAL

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ASPHALT

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BEAM

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BLOCKING

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BLOCK

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BUILDING

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CABINET

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BOTTOM

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BOARD

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BITUMINOUS

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CAB.

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BOT.

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BLKG.

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BLK.

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BM.

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ARCH.

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ASPH.

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BITUM.

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BLDG.

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BD.

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EXISTING

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ALUMINUM

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ADJUSTABLE

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AND

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(E)

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APPROX.

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ADJ.

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ALUM.

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@

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&

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AT

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HORIZ.

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G.B.

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DRY STANDPIPE

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ELEVATOR

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ENCLOSURE

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ELEVATION

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ELECTRICAL

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EAST

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EACH

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DRAWING

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DOWNSPOUT

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HDWD.

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HGT.

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HR.

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H.B.

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GYP.

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DEPARTMENT

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DIAMETER

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DOWN

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DOOR

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DIMENSION

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DOUBLE

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CENTER

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FURR.

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GALV.

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FTG.

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GA.

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FT.

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FPRF.

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F.O.S.

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OPNG.

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HARDWOOD

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HORIZONTAL

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HEIGHT

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HOUR

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HOSE BIB

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GYPSUM

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PLYWD.

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PTN.

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Q.T.

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PTD.

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P.L.

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OPP.

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PL.

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FOOTING

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GRAB BAR

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GALVANIZED

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FURRING

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GAUGE

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FIREPROOF

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FOOT OR FEET

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FACE OF STUD

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N.

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N.T.S.

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NO./#

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N.I.C.

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NOM.

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O.C.

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MUL.

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MTD.

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(N)

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NEW

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WATER CLOSET

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UNLESS OTHERWISE

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WATERPROOF

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UNFINISHED

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TOP OF WALL

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W.C.

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WOOD

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WITHOUT

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WEIGHT

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W/O

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WP.

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WT.

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WD.

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WITH

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WEST

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VESTIBULE

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VERTICAL

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W.

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W/

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VEST.

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VERT.

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TYPICAL

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NOTED

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TYP.

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U.O.N.

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UNF.

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T.W.

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SUSPENDED

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STRUCTURAL

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SYMMETRICAL

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STAINLESS STEEL

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TOP OF CURB

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TONGUE AND

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SPECIFICATION

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STRL.

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TER.

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TERRAZZO

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THICK

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PAVEMENT

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GROOVE

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TOP OF

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THK.

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T.P.

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T.&G.

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TELEPHONE

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SUSP.

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TEL.

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T.C.

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SYM.

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S.ST.

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STL.

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STOR.

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STEEL

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STORAGE

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SIM.

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SQ.

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SPEC.

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SHT.

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SIMILAR

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SQUARE

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SHEET

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SMOKE DETECTOR

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S.D.

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POINT

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PT.

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A2.1 EXISTING/PROPOSED ELEVATIONS, SECTIONS

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1 BUILDINGS IN LOT. EXISTING: 3 STORIES TYPE V - B PROPOSED: NO CHANGE

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BUILDING DESCRIPTION:

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(E) # OF DWELLING UNITS:

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(E) OCCUPANCY CLASS.:

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OCCUPANT LOAD:

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1 PER 200 SQ.FT.

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R-2 - NO CHANGE

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ZONING: RH-3 HEIGHT LIMIT: 40-X EXISTING NUMBER OF UNITS: 2 PROPOSED NUMBER OF UNITS: 2 LOT SIZE: 25' WIDE X 100' LONG

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1 - NO CHANGE

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YEAR BUILT: 1900 1900 BUILDING AREA: 2,554 SQ FT 2,554 SQ FT PARCEL AREA: 2,500 SQ FT2,500 SQ FT

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1. CONTRACTOR SHALL ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING CONTRACTOR SHALL ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING SHALL ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING SHALL ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING TO ALL CODES, RULES, AND REGULATIONS GOVERNING TO ALL CODES, RULES, AND REGULATIONS GOVERNING ALL CODES, RULES, AND REGULATIONS GOVERNING ALL CODES, RULES, AND REGULATIONS GOVERNING CODES, RULES, AND REGULATIONS GOVERNING CODES, RULES, AND REGULATIONS GOVERNING RULES, AND REGULATIONS GOVERNING RULES, AND REGULATIONS GOVERNING AND REGULATIONS GOVERNING AND REGULATIONS GOVERNING REGULATIONS GOVERNING REGULATIONS GOVERNING GOVERNING GOVERNING CONSTRUCTION, BUILDING ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL BUILDING ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL BUILDING ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL AND THE USE OF FACILITIES AS SET BY LOCAL AND THE USE OF FACILITIES AS SET BY LOCAL THE USE OF FACILITIES AS SET BY LOCAL THE USE OF FACILITIES AS SET BY LOCAL USE OF FACILITIES AS SET BY LOCAL USE OF FACILITIES AS SET BY LOCAL OF FACILITIES AS SET BY LOCAL OF FACILITIES AS SET BY LOCAL FACILITIES AS SET BY LOCAL FACILITIES AS SET BY LOCAL AS SET BY LOCAL AS SET BY LOCAL SET BY LOCAL SET BY LOCAL BY LOCAL BY LOCAL LOCAL LOCAL BUILDING DEPARTMENT AGENCY AND THE BUILDING OWNERS. TITLE 24 C.A.C DEPARTMENT AGENCY AND THE BUILDING OWNERS. TITLE 24 C.A.C DEPARTMENT AGENCY AND THE BUILDING OWNERS. TITLE 24 C.A.C AGENCY AND THE BUILDING OWNERS. TITLE 24 C.A.C AGENCY AND THE BUILDING OWNERS. TITLE 24 C.A.C AND THE BUILDING OWNERS. TITLE 24 C.A.C AND THE BUILDING OWNERS. TITLE 24 C.A.C THE BUILDING OWNERS. TITLE 24 C.A.C THE BUILDING OWNERS. TITLE 24 C.A.C BUILDING OWNERS. TITLE 24 C.A.C BUILDING OWNERS. TITLE 24 C.A.C OWNERS. TITLE 24 C.A.C OWNERS. TITLE 24 C.A.C TITLE 24 C.A.C TITLE 24 C.A.C 24 C.A.C 24 C.A.C C.A.C C.A.C ESPECIALLY THOSE ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS THOSE ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS THOSE ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS DEALING WITH ENERGY AND HANDICAPPED ACCESS DEALING WITH ENERGY AND HANDICAPPED ACCESS WITH ENERGY AND HANDICAPPED ACCESS WITH ENERGY AND HANDICAPPED ACCESS ENERGY AND HANDICAPPED ACCESS ENERGY AND HANDICAPPED ACCESS AND HANDICAPPED ACCESS AND HANDICAPPED ACCESS HANDICAPPED ACCESS HANDICAPPED ACCESS ACCESS ACCESS REQUIREMENTS. ANYTHING SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH ANYTHING SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH ANYTHING SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH ON THESE DRAWINGS, NOT IN ACCORDANCE WITH ON THESE DRAWINGS, NOT IN ACCORDANCE WITH THESE DRAWINGS, NOT IN ACCORDANCE WITH THESE DRAWINGS, NOT IN ACCORDANCE WITH DRAWINGS, NOT IN ACCORDANCE WITH DRAWINGS, NOT IN ACCORDANCE WITH NOT IN ACCORDANCE WITH NOT IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THESE RULES AND REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE RULES AND REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE RULES AND REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE AND REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE AND REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE REGULATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE SHALL BE BROUGHT TO THE ATTENTION OF THE SHALL BE BROUGHT TO THE ATTENTION OF THE BE BROUGHT TO THE ATTENTION OF THE BE BROUGHT TO THE ATTENTION OF THE BROUGHT TO THE ATTENTION OF THE BROUGHT TO THE ATTENTION OF THE TO THE ATTENTION OF THE TO THE ATTENTION OF THE THE ATTENTION OF THE THE ATTENTION OF THE ATTENTION OF THE ATTENTION OF THE OF THE OF THE THE THE DESIGNER BEFORE PROCEEDING WITH ANY WORK. 2. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION. 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND SHALL VERIFY ALL CONDITIONS AND SHALL VERIFY ALL CONDITIONS AND VERIFY ALL CONDITIONS AND VERIFY ALL CONDITIONS AND ALL CONDITIONS AND ALL CONDITIONS AND CONDITIONS AND CONDITIONS AND AND AND DIMENSIONS IN THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE THE RESPONSIBILITY OF THE CONTRACTOR BE THE RESPONSIBILITY OF THE CONTRACTOR THE RESPONSIBILITY OF THE CONTRACTOR THE RESPONSIBILITY OF THE CONTRACTOR RESPONSIBILITY OF THE CONTRACTOR RESPONSIBILITY OF THE CONTRACTOR OF THE CONTRACTOR OF THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR TO NOTIFY THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR NOTIFY THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR NOTIFY THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR DESIGNER OF ANY CONFLICTS HEREIN, EITHER APPARENT OR OF ANY CONFLICTS HEREIN, EITHER APPARENT OR OF ANY CONFLICTS HEREIN, EITHER APPARENT OR ANY CONFLICTS HEREIN, EITHER APPARENT OR ANY CONFLICTS HEREIN, EITHER APPARENT OR CONFLICTS HEREIN, EITHER APPARENT OR CONFLICTS HEREIN, EITHER APPARENT OR HEREIN, EITHER APPARENT OR HEREIN, EITHER APPARENT OR EITHER APPARENT OR EITHER APPARENT OR APPARENT OR APPARENT OR OR OR OBVIOUS PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY ON THAT ITEM OR BEAR THE RESPONSIBILITY ON THAT ITEM OR BEAR THE RESPONSIBILITY THAT ITEM OR BEAR THE RESPONSIBILITY THAT ITEM OR BEAR THE RESPONSIBILITY ITEM OR BEAR THE RESPONSIBILITY ITEM OR BEAR THE RESPONSIBILITY OR BEAR THE RESPONSIBILITY OR BEAR THE RESPONSIBILITY BEAR THE RESPONSIBILITY BEAR THE RESPONSIBILITY THE RESPONSIBILITY THE RESPONSIBILITY RESPONSIBILITY RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 4. ALL WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY ALL WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY DONE IN A FIRST CLASS WORKMANLIKE MANNER BY DONE IN A FIRST CLASS WORKMANLIKE MANNER BY IN A FIRST CLASS WORKMANLIKE MANNER BY IN A FIRST CLASS WORKMANLIKE MANNER BY A FIRST CLASS WORKMANLIKE MANNER BY A FIRST CLASS WORKMANLIKE MANNER BY FIRST CLASS WORKMANLIKE MANNER BY FIRST CLASS WORKMANLIKE MANNER BY CLASS WORKMANLIKE MANNER BY CLASS WORKMANLIKE MANNER BY WORKMANLIKE MANNER BY WORKMANLIKE MANNER BY MANNER BY MANNER BY BY BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. 5. THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION REVIEW PLANS AND THE AREA OF CONSTRUCTION REVIEW PLANS AND THE AREA OF CONSTRUCTION PLANS AND THE AREA OF CONSTRUCTION PLANS AND THE AREA OF CONSTRUCTION AND THE AREA OF CONSTRUCTION AND THE AREA OF CONSTRUCTION THE AREA OF CONSTRUCTION THE AREA OF CONSTRUCTION AREA OF CONSTRUCTION AREA OF CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION CONSTRUCTION CONSTRUCTION CAREFULLY TO INSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE TO INSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE TO INSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE INSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE INSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE FULL UNDERSTANDING OF EXACT SCOPE OF WORK. THE UNDERSTANDING OF EXACT SCOPE OF WORK. THE UNDERSTANDING OF EXACT SCOPE OF WORK. THE OF EXACT SCOPE OF WORK. THE OF EXACT SCOPE OF WORK. THE EXACT SCOPE OF WORK. THE EXACT SCOPE OF WORK. THE SCOPE OF WORK. THE SCOPE OF WORK. THE OF WORK. THE OF WORK. THE WORK. THE WORK. THE THE THE ARCHITECT WILL BE AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY WILL BE AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY WILL BE AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY BE AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY BE AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY AVAILABLE TO REVIEW ALL WORK ON SITE AND RESOLVE ANY TO REVIEW ALL WORK ON SITE AND RESOLVE ANY TO REVIEW ALL WORK ON SITE AND RESOLVE ANY REVIEW ALL WORK ON SITE AND RESOLVE ANY REVIEW ALL WORK ON SITE AND RESOLVE ANY ALL WORK ON SITE AND RESOLVE ANY ALL WORK ON SITE AND RESOLVE ANY WORK ON SITE AND RESOLVE ANY WORK ON SITE AND RESOLVE ANY ON SITE AND RESOLVE ANY ON SITE AND RESOLVE ANY SITE AND RESOLVE ANY SITE AND RESOLVE ANY AND RESOLVE ANY AND RESOLVE ANY RESOLVE ANY RESOLVE ANY ANY ANY UNCLEAR ITEMS 6. THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF SHALL CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF CONTACT THE BUILDING MANAGEMENT TO BE ADVISED OF THE BUILDING MANAGEMENT TO BE ADVISED OF THE BUILDING MANAGEMENT TO BE ADVISED OF BUILDING MANAGEMENT TO BE ADVISED OF BUILDING MANAGEMENT TO BE ADVISED OF MANAGEMENT TO BE ADVISED OF MANAGEMENT TO BE ADVISED OF TO BE ADVISED OF TO BE ADVISED OF BE ADVISED OF BE ADVISED OF ADVISED OF ADVISED OF OF OF THE RULES OF THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW RULES OF THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW RULES OF THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW OF THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW OF THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW THE BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW BUILDING WITH RESPECT TO CONSTRUCTION, WHEN AND HOW WITH RESPECT TO CONSTRUCTION, WHEN AND HOW WITH RESPECT TO CONSTRUCTION, WHEN AND HOW RESPECT TO CONSTRUCTION, WHEN AND HOW RESPECT TO CONSTRUCTION, WHEN AND HOW TO CONSTRUCTION, WHEN AND HOW TO CONSTRUCTION, WHEN AND HOW CONSTRUCTION, WHEN AND HOW CONSTRUCTION, WHEN AND HOW WHEN AND HOW WHEN AND HOW AND HOW AND HOW HOW HOW DELIVERIES AND/OR REMOVALS CAN BE DONE ON REGULAR OR OVERTIME AND IN AND/OR REMOVALS CAN BE DONE ON REGULAR OR OVERTIME AND IN AND/OR REMOVALS CAN BE DONE ON REGULAR OR OVERTIME AND IN REMOVALS CAN BE DONE ON REGULAR OR OVERTIME AND IN REMOVALS CAN BE DONE ON REGULAR OR OVERTIME AND IN CAN BE DONE ON REGULAR OR OVERTIME AND IN CAN BE DONE ON REGULAR OR OVERTIME AND IN BE DONE ON REGULAR OR OVERTIME AND IN BE DONE ON REGULAR OR OVERTIME AND IN DONE ON REGULAR OR OVERTIME AND IN DONE ON REGULAR OR OVERTIME AND IN ON REGULAR OR OVERTIME AND IN ON REGULAR OR OVERTIME AND IN REGULAR OR OVERTIME AND IN REGULAR OR OVERTIME AND IN OR OVERTIME AND IN OR OVERTIME AND IN OVERTIME AND IN OVERTIME AND IN AND IN AND IN IN IN GENERAL, ANY BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK. 7. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. SHALL SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. SUBMIT TO THE ARCHITECT ALL FABRICATION SHOP DWGS. TO THE ARCHITECT ALL FABRICATION SHOP DWGS. TO THE ARCHITECT ALL FABRICATION SHOP DWGS. THE ARCHITECT ALL FABRICATION SHOP DWGS. THE ARCHITECT ALL FABRICATION SHOP DWGS. ARCHITECT ALL FABRICATION SHOP DWGS. ARCHITECT ALL FABRICATION SHOP DWGS. ALL FABRICATION SHOP DWGS. ALL FABRICATION SHOP DWGS. FABRICATION SHOP DWGS. FABRICATION SHOP DWGS. SHOP DWGS. SHOP DWGS. DWGS. DWGS. AND FIXTURE CUTS FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM FIXTURE CUTS FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM FIXTURE CUTS FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM CUTS FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM CUTS FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM FOR APPROVAL AFTER HAVING CHECKED AND APPROVED THEM APPROVAL AFTER HAVING CHECKED AND APPROVED THEM APPROVAL AFTER HAVING CHECKED AND APPROVED THEM AFTER HAVING CHECKED AND APPROVED THEM AFTER HAVING CHECKED AND APPROVED THEM HAVING CHECKED AND APPROVED THEM HAVING CHECKED AND APPROVED THEM CHECKED AND APPROVED THEM CHECKED AND APPROVED THEM AND APPROVED THEM AND APPROVED THEM APPROVED THEM APPROVED THEM THEM THEM FIRST, WHERE APPLICABLE 8. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER FURNISH A SYSTEM OF TEMPORARY LIGHTS AND WATER A SYSTEM OF TEMPORARY LIGHTS AND WATER A SYSTEM OF TEMPORARY LIGHTS AND WATER SYSTEM OF TEMPORARY LIGHTS AND WATER SYSTEM OF TEMPORARY LIGHTS AND WATER OF TEMPORARY LIGHTS AND WATER OF TEMPORARY LIGHTS AND WATER TEMPORARY LIGHTS AND WATER TEMPORARY LIGHTS AND WATER LIGHTS AND WATER LIGHTS AND WATER AND WATER AND WATER WATER WATER THROUGHOUT THE SPACE UNDER CONSTRUCTION, IF REQUIRED. 9. THE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE THE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE FROM THE BUILDING ALL RUBBISH AND WASTE FROM THE BUILDING ALL RUBBISH AND WASTE THE BUILDING ALL RUBBISH AND WASTE THE BUILDING ALL RUBBISH AND WASTE BUILDING ALL RUBBISH AND WASTE BUILDING ALL RUBBISH AND WASTE ALL RUBBISH AND WASTE ALL RUBBISH AND WASTE RUBBISH AND WASTE RUBBISH AND WASTE AND WASTE AND WASTE WASTE WASTE MATERIALS, FOR HIS OWN SUBCONTRACTING. IF REQUIRED. 10. NO WORK DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE NO WORK DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE WORK DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE WORK DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE DEPENDING ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE ON PARTITION LOCATIONS SHALL BE DONE UNTIL THE PARTITION LOCATIONS SHALL BE DONE UNTIL THE PARTITION LOCATIONS SHALL BE DONE UNTIL THE LOCATIONS SHALL BE DONE UNTIL THE LOCATIONS SHALL BE DONE UNTIL THE SHALL BE DONE UNTIL THE SHALL BE DONE UNTIL THE BE DONE UNTIL THE BE DONE UNTIL THE DONE UNTIL THE DONE UNTIL THE UNTIL THE UNTIL THE THE THE CONTRACTOR HAS MARKED PARTITION LOCATIONS ON THE FLOOR SLAB IN THE HAS MARKED PARTITION LOCATIONS ON THE FLOOR SLAB IN THE HAS MARKED PARTITION LOCATIONS ON THE FLOOR SLAB IN THE MARKED PARTITION LOCATIONS ON THE FLOOR SLAB IN THE MARKED PARTITION LOCATIONS ON THE FLOOR SLAB IN THE PARTITION LOCATIONS ON THE FLOOR SLAB IN THE PARTITION LOCATIONS ON THE FLOOR SLAB IN THE LOCATIONS ON THE FLOOR SLAB IN THE LOCATIONS ON THE FLOOR SLAB IN THE ON THE FLOOR SLAB IN THE ON THE FLOOR SLAB IN THE THE FLOOR SLAB IN THE THE FLOOR SLAB IN THE FLOOR SLAB IN THE FLOOR SLAB IN THE SLAB IN THE SLAB IN THE IN THE IN THE THE THE FIELD AND THE ARCHITECT HAS APPROVED THEM. 11. THE CONTRACTOR SHALL LEAVE THE PREMISES IN A CLEAN AND ORDERLY MANNER. THE CONTRACTOR SHALL LEAVE THE PREMISES IN A CLEAN AND ORDERLY MANNER. 12. THE CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, THE CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, BE COMPLETE IN ALL WAYS INCLUDING TAXES, BE COMPLETE IN ALL WAYS INCLUDING TAXES, COMPLETE IN ALL WAYS INCLUDING TAXES, COMPLETE IN ALL WAYS INCLUDING TAXES, IN ALL WAYS INCLUDING TAXES, IN ALL WAYS INCLUDING TAXES, ALL WAYS INCLUDING TAXES, ALL WAYS INCLUDING TAXES, WAYS INCLUDING TAXES, WAYS INCLUDING TAXES, INCLUDING TAXES, INCLUDING TAXES, TAXES, TAXES, OVER-TIME, SHIPPING, ETC. 13. ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH INSTALLATIONS SHALL BE IN ACCORDANCE WITH INSTALLATIONS SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH MANUFACTURER'S LATEST PRINTED SPECIFICATIONS AND WITH CODE REQUIREMENTS. 14. THE WORK INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE WORK INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH WORK INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH WORK INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH CONTRACT SHALL BE DONE IN ACCORDANCE WITH CONTRACT SHALL BE DONE IN ACCORDANCE WITH SHALL BE DONE IN ACCORDANCE WITH SHALL BE DONE IN ACCORDANCE WITH BE DONE IN ACCORDANCE WITH BE DONE IN ACCORDANCE WITH DONE IN ACCORDANCE WITH DONE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH AIA GENERAL CONDITIONS DOCUMENT A-201, 1991 EDITION. 15. CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS SHALL GUARANTEE THAT THE CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS SHALL GUARANTEE THAT THE SUBCONTRACTORS AND SUPPLIERS SHALL GUARANTEE THAT THE SUBCONTRACTORS AND SUPPLIERS SHALL GUARANTEE THAT THE AND SUPPLIERS SHALL GUARANTEE THAT THE AND SUPPLIERS SHALL GUARANTEE THAT THE SUPPLIERS SHALL GUARANTEE THAT THE SUPPLIERS SHALL GUARANTEE THAT THE SHALL GUARANTEE THAT THE SHALL GUARANTEE THAT THE GUARANTEE THAT THE GUARANTEE THAT THE THAT THE THAT THE THE THE WORK IS FREE FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A IS FREE FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A IS FREE FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A FREE FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A FREE FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A ANY DEFECTS IN WORKMANSHIP AND MATERIALS FOR A DEFECTS IN WORKMANSHIP AND MATERIALS FOR A DEFECTS IN WORKMANSHIP AND MATERIALS FOR A IN WORKMANSHIP AND MATERIALS FOR A IN WORKMANSHIP AND MATERIALS FOR A WORKMANSHIP AND MATERIALS FOR A WORKMANSHIP AND MATERIALS FOR A AND MATERIALS FOR A AND MATERIALS FOR A MATERIALS FOR A MATERIALS FOR A FOR A FOR A A A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR OF ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR OF ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR FROM DATE OF COMPLETION AND BE RESPONSIBLE FOR DATE OF COMPLETION AND BE RESPONSIBLE FOR DATE OF COMPLETION AND BE RESPONSIBLE FOR OF COMPLETION AND BE RESPONSIBLE FOR OF COMPLETION AND BE RESPONSIBLE FOR COMPLETION AND BE RESPONSIBLE FOR COMPLETION AND BE RESPONSIBLE FOR AND BE RESPONSIBLE FOR AND BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR REPAIR OR REPLACEMENT AT NO ADDITIONAL CHARGE. 16. CONTRACTORS TO CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN CONTRACTORS TO CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN TO CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN TO CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN CARRY EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN EMPLOYER'S LIABILITY INSURANCE OF NOT LESS THAN LIABILITY INSURANCE OF NOT LESS THAN LIABILITY INSURANCE OF NOT LESS THAN INSURANCE OF NOT LESS THAN INSURANCE OF NOT LESS THAN OF NOT LESS THAN OF NOT LESS THAN NOT LESS THAN NOT LESS THAN LESS THAN LESS THAN THAN THAN $1,000,000 PER OCCURRENCE, AND COMPREHENSIVE GENERAL LIABILITY OF AT PER OCCURRENCE, AND COMPREHENSIVE GENERAL LIABILITY OF AT PER OCCURRENCE, AND COMPREHENSIVE GENERAL LIABILITY OF AT OCCURRENCE, AND COMPREHENSIVE GENERAL LIABILITY OF AT OCCURRENCE, AND COMPREHENSIVE GENERAL LIABILITY OF AT AND COMPREHENSIVE GENERAL LIABILITY OF AT AND COMPREHENSIVE GENERAL LIABILITY OF AT COMPREHENSIVE GENERAL LIABILITY OF AT COMPREHENSIVE GENERAL LIABILITY OF AT GENERAL LIABILITY OF AT GENERAL LIABILITY OF AT LIABILITY OF AT LIABILITY OF AT OF AT OF AT AT AT LEAST $2,000,000 COMBINED SINGLE LIMIT FOR BODILY INJURY, DEATH, OR $2,000,000 COMBINED SINGLE LIMIT FOR BODILY INJURY, DEATH, OR $2,000,000 COMBINED SINGLE LIMIT FOR BODILY INJURY, DEATH, OR COMBINED SINGLE LIMIT FOR BODILY INJURY, DEATH, OR COMBINED SINGLE LIMIT FOR BODILY INJURY, DEATH, OR SINGLE LIMIT FOR BODILY INJURY, DEATH, OR SINGLE LIMIT FOR BODILY INJURY, DEATH, OR LIMIT FOR BODILY INJURY, DEATH, OR LIMIT FOR BODILY INJURY, DEATH, OR FOR BODILY INJURY, DEATH, OR FOR BODILY INJURY, DEATH, OR BODILY INJURY, DEATH, OR BODILY INJURY, DEATH, OR INJURY, DEATH, OR INJURY, DEATH, OR DEATH, OR DEATH, OR OR OR PROPERTY DAMAGE THE POLICIES TO ALSO COVER LANDLORD AND TENANT AS DAMAGE THE POLICIES TO ALSO COVER LANDLORD AND TENANT AS DAMAGE THE POLICIES TO ALSO COVER LANDLORD AND TENANT AS THE POLICIES TO ALSO COVER LANDLORD AND TENANT AS THE POLICIES TO ALSO COVER LANDLORD AND TENANT AS POLICIES TO ALSO COVER LANDLORD AND TENANT AS POLICIES TO ALSO COVER LANDLORD AND TENANT AS TO ALSO COVER LANDLORD AND TENANT AS TO ALSO COVER LANDLORD AND TENANT AS ALSO COVER LANDLORD AND TENANT AS ALSO COVER LANDLORD AND TENANT AS COVER LANDLORD AND TENANT AS COVER LANDLORD AND TENANT AS LANDLORD AND TENANT AS LANDLORD AND TENANT AS AND TENANT AS AND TENANT AS TENANT AS TENANT AS AS AS ADDITIONAL INSURED.

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.

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A0.01 GS-5 FORM

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A0.02 ENERGY INSPECTION FORM

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- 2016 CALIFORNIA BUILDING CODE - 2016 CALIFORNIA ELECTRIC CODE - 2016 CALIFORNIA MECHANICAL CODE - 2016 CALIFORNIA PLUMBING CODE - 2016 GREEN BUILDING CODE - 2016 CALIFORNIA FIRE CODE - 2016 CALIFORNIA ENERGY CODE - 2016 SAN FRANCISCO BUILDING CODE

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- THREE STORY DUPLEX - INFILL ENCLOSED SPACE BELOW EXISTING ROOF & FLOORS AT ALL LEVELS WITH WALLS AT THREE SIDES TYP. - (E) WOOD SIDING TO REMAIN. - (N) WOOD SIDING IN THE INFILL TO MATCH THE (E) WOOD SIDING TYP. - REPLACE REAR ELEVATION ALUMINUM CLAD WINDOWS TO WOOD WINDOW

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& WALL DETAILS

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S-1 STRUCTURAL DRAWINGS

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T-1 TITLE 24 DATA

ADJ. BLDG

ADJ. BLDG

100'-0"

25'-0"


THREE STORY DUPLEX

BLK. & LOT: 4106 / 012


BELOW EXISTING ROOF



MIN

NE

SO

TA

S

T

AREA BELOW (E) ROOF

OPENED AT REAR AT ALL

3-LEVELS W/ WALLS AT 3-

SIDES TO BE INFILL

REAR YARD

ADJ. BLDG

ADJ. BLDG

100'-0"

25'-0"

MIN

NE

SO

TA

S

T

INFILL UNDER AN

EXISTING ROOF

BELOW


THREE STORY DUPLEX

BLK. & LOT: 4106 / 012


BELOW EXISTING ROOF



REAR YARD

¾

¾

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

A1.0

SHEET DESCRIPTION

EXISTING /

PROPOSED SITE

PLANS

SCALE : 1/8"=1'-0"

1

EXISTING SITE PLAN

2

PROPOSED SITE PLAN

N

SCALE : 1/8"=1'-0"

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SIDEWALK

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(E) CURB CUT

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SIDEWALK

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(E) CURB CUT

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STAIRWAY NOTES: 1. RISER AND STAIRS RISER AND STAIRS EACH STEP (OR RISER) SHALL NOT BE MORE THAN 7 ¾ INCHES HIGH. TREADS ARE THE FLAT INCHES HIGH. TREADS ARE THE FLAT SURFACES THAT YOU STEP ONTO. FOR NEW STAIRS, THE TREADS SHALL BE A MINIMUM OF 10 INCHES DEEP FROM FRONT TO BACK (NOT COUNTING THE PART UNDERNEATH THE NOSING OF THE TREAD ABOVE). THE EXPOSED EDGE OF THE TREAD IS CALLED NOSING. THE NOSING MUST PROJECT AT LEAST 3/4 INCH, BUT NOT MORE THAN 1 ¼ INCHES. THE STEPS IN A FLIGHT OF STAIRS NEED TO BE UNIFORM TO AVOID TRIPPING. THE CODE ALLOWS ONLY 3/8-INCH DIFFERENCE BETWEEN THE LARGEST AND THE SMALLEST RISE, AND ONLY 3/8- INCH DIFFERENCE BETWEEN THE LARGEST AND SMALLEST TREAD MEASURED FROM FRONT TO BACK.STAIRWAY WIDTH FOR <50 OCCUPANTS: 36"MIN 2. HEADROOM CLEARANCE: HEADROOM CLEARANCE: EVERY STAIRWAY SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 6 FEET 8 INCHES. THIS IS MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSINGS OR FROM THE FLOOR SURFACE OF THE LANDINGS 3. HANDRAILS HANDRAILS REQUIRED AT FOUR OR MORE RISERS. THE TOP SHALL BE PLACED NOT LESS THAN 34 INCHES, NOR MORE THAN 38 INCHES ABOVE THE NOSING OF THE TREADS. ENDS SHALL BE RETURNED OR TERMINATED IN NEWEL POSTS OR SAFETY TERMINALS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER. EXCEPTIONS: A. HANDRAILS MAY BE INTERRUPTED BY A NEWEL POST AT A TURN. B. STAIRWAYS SHALL HAVE A HANDRAIL IF THE STAIRWAY HAS FOUR OR MORE RISERS. C. HANDRAILS MAY PROJECT OVER STAIRS BY 4 ½ INCHES MAXIMUM ON EACH SIDE OF THE STAIRWAY. D. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. THEY MUST RETURN INTO THE WALL OR BUTT INTO A POST, OR BE CONTINUOUS INTO AN ADJACENT STAIR FLIGHT. E. HANDRAILS ATTACHED TO THE WALL SHALL HAVE A SPACE BETWEEN THE WALL AND THE RAIL OF AT LEAST 1 ½ INCHES TO PROVIDE A GRASPABLE SURFACE. F. HANDRAILS ON THE OPEN SIDE OF A STAIRWAY SHALL MEET GUARD REQUIREMENTS. 2016 G. CRC R312.1. FOR OCCUPANCIES IN GROUP R-3 GUARDS WHOSE TOP RAIL ALSO SERVES AS A HANDRAIL SHALL HAVE HEIGHT NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. H. THE HEIGHT OF HANDRAILS IS MEASURED VERTICALLY FROM THE NOSING OF THE TREAD TO THE TOP OF THE HANDRAIL. A HANDRAIL ALONG A WALL MUST BE BETWEEN 34 TO 38 INCHES HIGH. I- A ROUND HANDRAIL SHALL HAVE A DIAMETER NO SMALLER THAN 1 ¼ INCH AND NO LARGER THAN 2 INCHES, SO THAT IT CAN BE EASILY AND SECURELY GRIPPED. OTHER HANDRAIL SHAPES ARE ALLOWED IF THE PERIMETER DIMENSION IS AT LEAST 4 INCHES AND NOT MORE THAN 6 ¼ INCHES, WITH A CROSS SECTION DIMENSION NOT MORE THAN 2 ¼ INCHES. 4. ILLUMINATION: ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED

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5. GUARDS: GUARDS: A GUARD IS REQUIRED TO MINIMIZE THE POSSIBILITY OF FALLING FROM A BALCONY, DECK, LANDING, ETC., MORE THAN 30 INCHES ABOVE THE FLOOR OR GROUND BELOW. GUARDS SHALL BE AT LEAST 42 INCHES HIGH, EXCEPT THAT A GUARD MAY BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM IN R-3 OCCUPANCIES WHERE THE TOP RAIL ALSO SERVES AS A STAIR HANDRAIL. GUARDS ON THE OPEN SIDE OF STAIRS IN R-3 OCCUPANCIES MUST HAVE SOME KIND OF A PATTERN, SO THAT A 4 3/8 INCH SPHERE CANNOT PASS THROUGH. HOWEVER, ALL EXTERIOR GUARDS ALONG RAISED FLOORS, LANDING, PORCHES, DECKS, AND BALCONIES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A 4 INCH SPHERE. AT THE BOTTOM EDGE OF A GUARD ALONG A SERIES OF STEPS, THE SPACE BETWEEN THE TREAD, RISER AND THE GUARD SHALL BE SMALL ENOUGH TO PREVENT A 6 INCH SPHERE FROM PASSING THROUGH. 6. LANDINGS: LANDINGS: ANY EXTERIOR ENTRY/EXIT DOOR SHALL HAVE A LANDING AT LEAST 3' X 3' INSIDE THE DOOR BEFORE A STEP OCCURS. THE INTERIOR LANDING MUST NOT BE MORE THAN 1 ½ INCH BELOW THE TOP OF THE THRESHOLD. ON THE OUTSIDE OF THE DOOR, THE STEP DOWN MAY BE 7 ¾ INCHES BEFORE ANOTHER 3' X 3' INCHES BEFORE ANOTHER 3' X 3' MINIMUM LANDING IS REQUIRED AND THE DOOR DOES NOT SWING OVER THE STAIR. AFTER THE LANDING THERE MAY BE ADDITIONAL STEPS. 7. WINDER STAIRS/ SPIRAL STAIRS WINDER STAIRS/ SPIRAL STAIRS STAIRWAYS THAT TURN A CORNER, WITH TREADS THAT ARE NARROW ON ONE END AND WIDER AT THE OTHER, ARE CALLED WINDER STAIRS. WINDER STAIRS SHALL BE AT LEAST 6 INCHES DEEP AT THEIR NARROWEST POINT. ALL TREADS SHALL BE AT LEAST TEN INCHES WIDE, MEASURED 12 INCHES FROM WHERE THEY ARE THE NARROWEST. ALTHOUGH THE TREAD SIZE VARIES ON WINDER STAIRS, THERE MAY NOT BE MORE THAN 3/8 INCH VARIATION BETWEEN THE LARGEST AND SMALLEST RISE. SPIRAL STAIRWAY TREADS SHALL BE AT LEAST 7 ½ INCHES DEEP MEASURED 12 INCHES OUT FROM WHERE THEY ARE THE NARROWEST. THE RISERS SHALL NOT BE MORE THAN 9 ½ INCHES HIGH. THE MINIMUM WIDTH OF A SPIRAL STAIRWAY FROM THE CENTER POLE TO THE OUTSIDE EDGE OF THE TREAD IS 26 INCHES. EACH SPIRAL STAIR TREAD SHALL BE IDENTICAL. HEADROOM MAY BE 6 FEET 6 INCHES MINIMUM.

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.

GARAGE

100'-0"

25'-0"

REAR YARD

STORAGE

CORRIDOR

MIN

NE

SO

TA

S

T

GARAGE

100'-0"

25

'-0

"

REAR YARD

STORAGE

CORRIDOR

LEGEND

SHEET NOTES

DETAILS SHEET NOTES

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

A1.1

SHEET DESCRIPTION

EXISTING

PLANS




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

1

EXISTING FIRST FLOOR PLAN

2

PROPOSED FIRST FLOOR PLAN

N

SCALE : 1/4"=1'-0"

SCALE : 1/4"=1'-0"

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34X64

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34X84

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UP

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UP

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NEW INFILL WALL

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LINE OF DECK ABOVE

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24X24

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24X24

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34X64

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34X84

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UP

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UP

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LINE OF DECK ABOVE

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WALL TO BE REMOVED

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24X84

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24X24

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(E) WALL TO BE DEMOLISHED

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(E) WALL TO REMAIN

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WALL TYPE

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DOOR NUMBER

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WINDOW NUMBER

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1

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A3.4

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SECTION

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1

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A3.4

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ELEVATION

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9

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999

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9A

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A

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FLOOR/CEILING ASSEMB. TYPE

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(N) WALL

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PROPERTY LINE

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ABOVE

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ALL PLAN DIMENSIONS TO FACE OF ROUGH FRAMING, FACE 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.

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1

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WALL TYPES DWGS DO NOT CONVEY STRUCTURAL (SHEAR) REQUIREMENTS. SEE STRUCT. DWGS.

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FLOOR CEILING ASSEMBLIES DO NOT CONVEY STRUCTURAL REQUIREMENTS. SEE STRUCT. DWGS.

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1.

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2.

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3.

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.

LIVING RMBED RM

BED RM

FAMILY / DINING RM

KITCHEN

REAR YARD

DECK

DECK

BATH

BATH

TOILET

CLO.

CLO.

EN

TR

Y

968 U

NIT

EN

TR

Y

966 U

NIT

CLO.

CLO.

LIVING RMBED RM

BED RM

FAMILY / DINING RM

KITCHEN

DECK

BATH

BATH

TOILET

CLO.

CLO.

EN

TR

Y

968 U

NIT

EN

TR

Y

966 U

NIT

CLO.

CLO.

LEGEND

SMOKE DETECTOR & CARBON MONOXIDE DETECTOR:

STAIRS

STRUCTURE @ EXTERIOR

LIGHT & VENTILATION:

GARAGE VENTILATION

BATHROOM:

LAUNDRY:

SKYLIGHTS:

BEDROOM WINDOWS

ROOF PARAPETS:

ROOFING:

ROOF DECK:

OVERFLOW DRAINS:

ATTIC VENTILATION & ACCESS:

UNDER-FLOOR VENTILATION & ACCESS:

TEMPERED WINDOWS:

KEYNOTES

ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED

EDITION OF THE CALIFORNIA ELECTRICAL CODE. THIS SHALL INCLUDE,

BUT IS NOT LIMITED TO, THE ITEMS LISTED BELOW:

BATHROOM:

LAUNDRY:

OUTLETS (ELECTRICAL RECEPTACLES):

SWITCHES AND CONTROLS

THERMOSTATS

KITCHEN:

LIGHTING (OTHER ROOMS):

EXHAUST FANS:

HEATING SYSTEM:

WATER HEATER:

GARAGE:

CIRCUITS INTERRUPTER (BREAKERS)

MECHANICAL & ELECTRICAL KEYNOTES

SHEET NOTES

DETAILS SHEET NOTES

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

A1.2

SHEET DESCRIPTION

EXISTING &

PROPOSED

PLANS

1

EXISTING SECOND FLOOR PLAN




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

N

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PROPOSED SECOND FLOOR PLAN

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SMOKE DETECTOR TO BE INSTALLED IN ALL SLEEPING ROOMS AND AREAS SERVINGS THE SLEEPING ROOMS. MIN. ONE SMOKE DETECTOR ON EACH LEVEL. ALARMS AT BEDROOM TO BE PLACED WITHIN 1'-0" OF THE CENTER OF THE DOOR. INTERCONNECTION: INTERCONNECTION: : WHERE MORE THAN ONE SMOKE ALARM IS REQ'D WITHIN A DWELLING UNIT, SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WIL ACTIVATE ALL THE ALARMS IN THE DWELLING UNIT. ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVE BACKGROUND NOISE WITH ALL INTERVENING DOORS CLOSED. CARBON MONOXIDE DETECTOR: ARE REQUIRED ON THE HALLWAY : ARE REQUIRED ON THE HALLWAY OUTSIDE ALL BEDROOMS: AT LEAST ONE ONE EACH STORY. : RISE AND RUN 4" MIN. RISER, 7" MAX. RISER AND 11" MIN. 4" MIN. RISER, 7" MAX. RISER AND 11" MIN. TREAD RUN. (EXCEPTION: STEPS MAY BE 7.75" MAX. RISE AND 10" MIN. RUN FOR STAIRS WITHIN INDIVIDUAL DWELLING UNIT IF OCCUPANT LOAD IS <10; OR FOR STAIRS TO UNOCCUPIED ROOF). LARGEST RISE OR RUN IN A FLIGHT MAY NOT EXCEED SMALLEST BY MORE THAN 3/8". HANDRAILS REQ'D ON STAIRS WITH 4 OR HANDRAILS REQ'D ON STAIRS WITH 4 OR REQ'D ON STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT BETWEEN 34" & 38" ABOVE LEADING EDGE OF NOSING, WITH 12" EXTENSIONS TOP & BOTTOM, RETURNED TO WALL. HANDRAILS REQUIRED AT BOTH SIDES, EXCEPT WITHIN A DWELLING UNIT. PICKETS & BALUSTERS: PICKETS & BALUSTERS: : OPENING LESS THAN 4". 6" MAX. DIAMETER OPENING AT TREAD/RISER/BALUSTER TRIANGLE. GUARDRAIL MIN. HEIGHT 42". GUARDRAIL MIN. HEIGHT 42". MIN. HEIGHT 42". (EXCEPTION: WITHIN DWELLING UNIT, 36" MIN. IF HANDRAIL MOUNTED ABOVE GUARDRAIL.) LANDING REQ'D AT EVERY 12 LANDING REQ'D AT EVERY 12 REQ'D AT EVERY 12 VERTICAL FEET, MAX. LENGTH OF LANDING EQUAL TO WIDTH OF STAIRS. HEADROOM CLEARANCE MIN. 80" THROUGHOUT STAIRS. HEADROOM CLEARANCE MIN. 80" THROUGHOUT STAIRS. MIN. 80" THROUGHOUT STAIRS. TREAD ANTI-SLIP: ON EXTERIOR STAIRS, PROVIDE TREAD ON EXTERIOR STAIRS, PROVIDE TREAD TREATMENT TO ACHIEVE A COEFFICIENT OF FRICTION OF 1.02 DRY and 0.98 WET. SUPPORT STRUCTURE FOR EXTERIOR STAIRS (AND ALL OTHER EXPOSED WOOD, OR WOOD IN CONTACT WITH CONCRETE) TO BE DECAY, TERMITE AND WEATHER RESISTANT WOOD. ALL CUT ENDS TO BE TREATED WITH "COPPER GREEN" OR SIMILAR PRESERVATIVE. LIGHT TO HABITABLE SPACE: 8% OF FLOOR AREA, MIN. 8 SQ. FT. HABITABLE ROOMS SHALL BE NATURALLY VENTILATED WITH AN AREA 4% OF THE FLOOR AREA WITH A MIN. 4 SQ. FT. OPENINGS. : 200 SQ. INCHES MIN. FOR GARAGE OF UP TO 1,000 SQ. FT. FOR EACH ADDITIONAL 200 SQ. FT. PROVIDE ADDITIONAL 30 SQ. IN. OF CLR. VENT AREA. W.C.: MIN. OF 24" CLEARANCE IN FRONT OF W.C. 15" FROM : MIN. OF 24" CLEARANCE IN FRONT OF W.C. 15" FROM CENTERLINE OF BOWL TO ADJACENT WALL. MAX. ALLOWABLE W.C. FLUSH RATE: 1.28 GPF @ 60 PSI GALLONS, MAX. SHOWER: 30" SHOWER: 30" : 30" MIN. DIA. CIRCLE & 1024 SQ. INCHES MIN. AREA, 32" X 32" INSIDE THRESHOLD; KITCHEN LAVATORY FLOW RATE TO BE 1.8 KITCHEN LAVATORY FLOW RATE TO BE 1.8 FLOW RATE TO BE 1.8 GPM @ 60 PSI. WET AREAS: NO GYPSUM BOARD OR WET AREAS: NO GYPSUM BOARD OR NO GYPSUM BOARD OR GREENBOARD OR PURPLE BOARD ALLOWED ON WET AREAS; USE 1/2" CEMENTITIOUS BACKERS (HARDIE BACKER OR SIM.) AS TILE OR STONE UNDER LAYMENT. ALL OTHER LAVATORIES 1.2 GPM ALL OTHER LAVATORIES 1.2 GPM 1.2 GPM @60 PSI. PROVIDE FLOOR DRAIN IN CENTER OF ROOM, SLOPE MIN. 1/4" PER FOOT. (WITHOUT PARAPETS) LESS THAN 5 FEET FROM PROPERTY LINE TO BE 45 MIN. RATED ASSEMBLY W/ 1-HR. ROOF/CEILING CONSTRUCTION AT LEAST ONE PER BEDROOM SHALL MEET EGRESS REQ'S OF MIN. WIDTH 20" (WITH MIN. HEIGHT OF 41") OR MIN. HEIGHT 24" (WITH 34.2" MIN. WIDTH) TOTALING 5.7 SQ. FT. MIN. CLR. OPENING. BOTTOM OF CLR. OPENING TO BE 44" MAX ABOVE BEDROOM FLOOR. AT UNRATED ROOFS: 1-HR RATED PARAPET, 30" MIN. HEIGHT REQ'D. CLASS "B" MIN. ROOFING. FLAT ROOF 2% MIN. SLOPE, 1:48. < 500 SQ.FT. FOR COMBUSTIBLE DECKING MATERIAL. 1/8" SPACING BETWEEN PLANKS, PERIMETER OPENING CLOSED TO WITHIN 1" OF ROOF, CONSTRUCTION IS MIN. 2" NOMINAL HEART REDWOOD OR FIRE RESISTANT TREATED WOOD. GUARDRAIL MIN. GUARDRAIL MIN. MIN. HEIGHT 42". OPENING LESS THAN 4"; SAME SIZE AS DRAIN AND 2" ABOVE LOW POINT. ENCLOSED ATTIC AND RAFTER SPACES SHALL HAVE CROSS VENTILATION. NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 OF ATTIC OR RAFTER SPACE AREA WITH A CLASS 1 OR 2 VAPOR BARRIER PROVIDED ON THE WARM-IN-WINTER SIDE OF CEILING; 40% OF VENT AREA SHALL BE PROVIDED IN UPPER PORTION AND 50% BY EAVES OR CORNICE VENTS. ACCESS: 22"x30" ACCESS REQUIRED WHEN ACCESS: 22"x30" ACCESS REQUIRED WHEN 22"x30" ACCESS REQUIRED WHEN ATTIC HAS CLEAR HEIGHT OF 30" OR MORE. HEADROOM OF 30" MIN. REQ'D ABOVE ACCESS. CRAWL SPACE UNDER WOOD JOISTS SHALL HAVE CROSS VENTILATION, NOT LESS THAN 1 SQ.FT. FOR EACH 150 SQ.FT. OF CRAWL SPACE. ACCESS: ACCESS: 18"x24" MINIMUM SIZE ACCESS REQUIRED TEMPERED GLASS REQ'D WITHIN 24" OF THE STRIKE EDGE OF A DOOR; WITHIN 18" OF A FINISH FLOOR LEVEL (WALKING SURFACE); WITHIN SHOWER OR BATHTUB ENCLOSURE.

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OUTLETS: PROVIDE BATH WITH GFCI OUTLETS. LIGHTING: : PROVIDE BATH WITH GFCI OUTLETS. LIGHTING: LIGHTING: : A MIN. OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM. ALL H.E. LIGHTING UNLESS LIGHTING IS CONTROLLED BY CERTIFIED VACANCY SENSOR(S) ELECTRICAL: LAUNDRY ROOM, WASHER AND DRYER SHALL HAVE : LAUNDRY ROOM, WASHER AND DRYER SHALL HAVE A SEPARATE 20 AMP CIRCUIT. DRYER VENT: RIGID PIPE (NO DRYER VENT: RIGID PIPE (NO RIGID PIPE (NO FLEX DUCT ALLOWED) SHALL TERMINATE OUTSIDE. 4" DIAM PIPE 14' MAX LENGTH WITH MAX 2 - 90 DEGREE TURNS, MINUS 2' FOR EACH ADDITIONAL 90 DEGREE TURN OR PROVIDE BOOSTER FAN. MAKE-UP AIR: VENT FOR GAS OR ELECTRIC DRIERS: 100 MAKE-UP AIR: VENT FOR GAS OR ELECTRIC DRIERS: 100 VENT FOR GAS OR ELECTRIC DRIERS: 100 SQ. IN. MIN. INTAKE OPENING. LIGHTING: ALL HE LIGHTING LIGHTING: ALL HE LIGHTING ALL HE LIGHTING UNLESS LIGHTING IS CONTROLLED BY VACANCY SENSOR(S) (2013 CEC) AT LEAST ONE OUTLET IN HALLWAY. PLACE OUTLETS SO THAT NO POINT ALONG THE WALL SPACE IS MORE THAN 6' HORIZONTALLY FROM ANY OUTLET. ANY WALL OVER 24" WIDE SHALL HAVE AN OUTLET. ALL OUTLETS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. SHALL BE PLACED MIN. 36" - MAX 48" ABOVE FINISH FLOOR. SHALL BE PLACED 60" ABOVE FINISH FLOOR. ELECTRICAL: A MINIMUM OF (2) 20 AMP SMALL APPLIANCE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED FOR THE KITCHEN, DINING AND FAMILY ROOM AREAS. CONTRACTOR SHALL PROVIDE FOR FUTURE EXPANSION OF (3) 30 AMP CIRCUITS. OUTLETS: MIN. 1 PER OUTLETS: MIN. 1 PER MIN. 1 PER EACH COUNTER SECTION WIDER THAN 12". 4' MAX. DISTANCE BETWEEN OUTLETS. PROVIDE GFCI OUTLETS. LIGHTING: AT LEAST LIGHTING: AT LEAST AT LEAST 50% OF INSTALLED LUMINAIRE MUST BE OF HIGH EFFICACY (H.E.) LIGHTING AND MUST BE SWITCHED SEPARATELY FROM NON-HE LIGHTING. BEDROOM, HALLWAY, STAIRS, DINING & CLOSETS BIGGER THAN 70 SQ FT:ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS CONTROLLED BY A DIMMER SWITCH OR CERTIFIED VACANCY SENSOR(S) (TITLE 24). PROVIDE BATH & LAUNDRY W/ MECHANICAL EXHAUST FANS WITH BACKDRAFT DAMPER. EXHAUST DIRECT TO EXTERIOR. NO VENT TERMINATION IN EXTERIOR WALL WITHIN 3 FT. OF PROPERTY LINE OR WINDOW OR OPENING USED FOR VENTILATION. AS SHOWN IS SCHEMATIC ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR SYSTEM DESIGN AND ITS ADEQUACY. WHERE FURNACE DUCTS PIERCE 1-HR GARAGE WALLS, DUCTS SHALL BE MIN. 26 GAUGE GALVANIZED STEEL. COMBUSTION AIR INLET: OPENING NOT ALLOWED WITHIN 3' OF PROP. LINE. 12" DOWN FROM TOP, 12" UP FROM BOTTOM. SEE WATER HEATER DETAIL FOR SEISMIC STRAP AND 18" PLATFORM LIGHTING: ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS CONTROLLED BY CERTIFIED VACANCY SENSOR(S) (TITLE 24) (2013 CEC). BOLLARDS: PROVIDE TO PROTECT GAS EQUIPMENT FROM IMPACT. PROVIDE TO PROTECT GAS EQUIPMENT FROM IMPACT. (CMC308.1) VENTILATION: 200 SQ. INCHES MIN. FOR GARAGE OF VENTILATION: 200 SQ. INCHES MIN. FOR GARAGE OF 200 SQ. INCHES MIN. FOR GARAGE OF UP TO 1,000 SQ. FT. FOR EACH ADDITIONAL 200 SQ. FT. PROVIDE ADDITIONAL 30 SQ. IN. OF CLR. VENT AREA. : ALL 120 VOLT SINGLE PHASE, 15 AND 20 AMP CIRCUITS SUPPLYING OUTLETS IN A DWELLING UNIT'S BEDROOMS, LIVING, DINING, KITCHENS, HALLWAYS, CLOSETS AND SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. AFCI-PROTECTION FOR KITCHENS ALL NEW LIGHTS SHOULD BE HIGH EFFICACY

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LIVING RM

BED RM

BED RM

FAMILY / DINING RM

KITCHEN

STRUCTURE LINE

OF ROOF ABOVE

REAR YARD

BED RM

CLO.

CLO.

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TOILET

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LIVING RM

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FAMILY / DINING RM

BED RM

BED RM

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LEGEND

SMOKE DETECTOR & CARBON MONOXIDE DETECTOR:

STAIRS

STRUCTURE @ EXTERIOR

LIGHT & VENTILATION:

GARAGE VENTILATION

BATHROOM:

LAUNDRY:

SKYLIGHTS:

BEDROOM WINDOWS

ROOF PARAPETS:

ROOFING:

ROOF DECK:

OVERFLOW DRAINS:

ATTIC VENTILATION & ACCESS:

UNDER-FLOOR VENTILATION & ACCESS:

TEMPERED WINDOWS:

KEYNOTES

ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED

EDITION OF THE CALIFORNIA ELECTRICAL CODE. THIS SHALL INCLUDE,

BUT IS NOT LIMITED TO, THE ITEMS LISTED BELOW:

BATHROOM:

LAUNDRY:

OUTLETS (ELECTRICAL RECEPTACLES):

SWITCHES AND CONTROLS

THERMOSTATS

KITCHEN:

LIGHTING (OTHER ROOMS):

EXHAUST FANS:

HEATING SYSTEM:

WATER HEATER:

GARAGE:

CIRCUITS INTERRUPTER (BREAKERS)

MECHANICAL & ELECTRICAL KEYNOTES

SHEET NOTES

DETAILS SHEET NOTES

A1.3

SHEET DESCRIPTION

EXISTING &

PROPOSED

PLANS

1

EXISTING THIRD FLOOR PLAN




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

N

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

SCALE : 1/4"=1'-0"

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SMOKE DETECTOR TO BE INSTALLED IN ALL SLEEPING ROOMS AND AREAS SERVINGS THE SLEEPING ROOMS. MIN. ONE SMOKE DETECTOR ON EACH LEVEL. ALARMS AT BEDROOM TO BE PLACED WITHIN 1'-0" OF THE CENTER OF THE DOOR. INTERCONNECTION: INTERCONNECTION: : WHERE MORE THAN ONE SMOKE ALARM IS REQ'D WITHIN A DWELLING UNIT, SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WIL ACTIVATE ALL THE ALARMS IN THE DWELLING UNIT. ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVE BACKGROUND NOISE WITH ALL INTERVENING DOORS CLOSED. CARBON MONOXIDE DETECTOR: ARE REQUIRED ON THE HALLWAY : ARE REQUIRED ON THE HALLWAY OUTSIDE ALL BEDROOMS: AT LEAST ONE ONE EACH STORY. : RISE AND RUN 4" MIN. RISER, 7" MAX. RISER AND 11" MIN. 4" MIN. RISER, 7" MAX. RISER AND 11" MIN. TREAD RUN. (EXCEPTION: STEPS MAY BE 7.75" MAX. RISE AND 10" MIN. RUN FOR STAIRS WITHIN INDIVIDUAL DWELLING UNIT IF OCCUPANT LOAD IS <10; OR FOR STAIRS TO UNOCCUPIED ROOF). LARGEST RISE OR RUN IN A FLIGHT MAY NOT EXCEED SMALLEST BY MORE THAN 3/8". HANDRAILS REQ'D ON STAIRS WITH 4 OR HANDRAILS REQ'D ON STAIRS WITH 4 OR REQ'D ON STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT BETWEEN 34" & 38" ABOVE LEADING EDGE OF NOSING, WITH 12" EXTENSIONS TOP & BOTTOM, RETURNED TO WALL. HANDRAILS REQUIRED AT BOTH SIDES, EXCEPT WITHIN A DWELLING UNIT. PICKETS & BALUSTERS: PICKETS & BALUSTERS: : OPENING LESS THAN 4". 6" MAX. DIAMETER OPENING AT TREAD/RISER/BALUSTER TRIANGLE. GUARDRAIL MIN. HEIGHT 42". GUARDRAIL MIN. HEIGHT 42". MIN. HEIGHT 42". (EXCEPTION: WITHIN DWELLING UNIT, 36" MIN. IF HANDRAIL MOUNTED ABOVE GUARDRAIL.) LANDING REQ'D AT EVERY 12 LANDING REQ'D AT EVERY 12 REQ'D AT EVERY 12 VERTICAL FEET, MAX. LENGTH OF LANDING EQUAL TO WIDTH OF STAIRS. HEADROOM CLEARANCE MIN. 80" THROUGHOUT STAIRS. HEADROOM CLEARANCE MIN. 80" THROUGHOUT STAIRS. MIN. 80" THROUGHOUT STAIRS. TREAD ANTI-SLIP: ON EXTERIOR STAIRS, PROVIDE TREAD ON EXTERIOR STAIRS, PROVIDE TREAD TREATMENT TO ACHIEVE A COEFFICIENT OF FRICTION OF 1.02 DRY and 0.98 WET. SUPPORT STRUCTURE FOR EXTERIOR STAIRS (AND ALL OTHER EXPOSED WOOD, OR WOOD IN CONTACT WITH CONCRETE) TO BE DECAY, TERMITE AND WEATHER RESISTANT WOOD. ALL CUT ENDS TO BE TREATED WITH "COPPER GREEN" OR SIMILAR PRESERVATIVE. LIGHT TO HABITABLE SPACE: 8% OF FLOOR AREA, MIN. 8 SQ. FT. HABITABLE ROOMS SHALL BE NATURALLY VENTILATED WITH AN AREA 4% OF THE FLOOR AREA WITH A MIN. 4 SQ. FT. OPENINGS. : 200 SQ. INCHES MIN. FOR GARAGE OF UP TO 1,000 SQ. FT. FOR EACH ADDITIONAL 200 SQ. FT. PROVIDE ADDITIONAL 30 SQ. IN. OF CLR. VENT AREA. W.C.: MIN. OF 24" CLEARANCE IN FRONT OF W.C. 15" FROM : MIN. OF 24" CLEARANCE IN FRONT OF W.C. 15" FROM CENTERLINE OF BOWL TO ADJACENT WALL. MAX. ALLOWABLE W.C. FLUSH RATE: 1.28 GPF @ 60 PSI GALLONS, MAX. SHOWER: 30" SHOWER: 30" : 30" MIN. DIA. CIRCLE & 1024 SQ. INCHES MIN. AREA, 32" X 32" INSIDE THRESHOLD; KITCHEN LAVATORY FLOW RATE TO BE 1.8 KITCHEN LAVATORY FLOW RATE TO BE 1.8 FLOW RATE TO BE 1.8 GPM @ 60 PSI. WET AREAS: NO GYPSUM BOARD OR WET AREAS: NO GYPSUM BOARD OR NO GYPSUM BOARD OR GREENBOARD OR PURPLE BOARD ALLOWED ON WET AREAS; USE 1/2" CEMENTITIOUS BACKERS (HARDIE BACKER OR SIM.) AS TILE OR STONE UNDER LAYMENT. ALL OTHER LAVATORIES 1.2 GPM ALL OTHER LAVATORIES 1.2 GPM 1.2 GPM @60 PSI. PROVIDE FLOOR DRAIN IN CENTER OF ROOM, SLOPE MIN. 1/4" PER FOOT. (WITHOUT PARAPETS) LESS THAN 5 FEET FROM PROPERTY LINE TO BE 45 MIN. RATED ASSEMBLY W/ 1-HR. ROOF/CEILING CONSTRUCTION AT LEAST ONE PER BEDROOM SHALL MEET EGRESS REQ'S OF MIN. WIDTH 20" (WITH MIN. HEIGHT OF 41") OR MIN. HEIGHT 24" (WITH 34.2" MIN. WIDTH) TOTALING 5.7 SQ. FT. MIN. CLR. OPENING. BOTTOM OF CLR. OPENING TO BE 44" MAX ABOVE BEDROOM FLOOR. AT UNRATED ROOFS: 1-HR RATED PARAPET, 30" MIN. HEIGHT REQ'D. CLASS "B" MIN. ROOFING. FLAT ROOF 2% MIN. SLOPE, 1:48. < 500 SQ.FT. FOR COMBUSTIBLE DECKING MATERIAL. 1/8" SPACING BETWEEN PLANKS, PERIMETER OPENING CLOSED TO WITHIN 1" OF ROOF, CONSTRUCTION IS MIN. 2" NOMINAL HEART REDWOOD OR FIRE RESISTANT TREATED WOOD. GUARDRAIL MIN. GUARDRAIL MIN. MIN. HEIGHT 42". OPENING LESS THAN 4"; SAME SIZE AS DRAIN AND 2" ABOVE LOW POINT. ENCLOSED ATTIC AND RAFTER SPACES SHALL HAVE CROSS VENTILATION. NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 OF ATTIC OR RAFTER SPACE AREA WITH A CLASS 1 OR 2 VAPOR BARRIER PROVIDED ON THE WARM-IN-WINTER SIDE OF CEILING; 40% OF VENT AREA SHALL BE PROVIDED IN UPPER PORTION AND 50% BY EAVES OR CORNICE VENTS. ACCESS: 22"x30" ACCESS REQUIRED WHEN ACCESS: 22"x30" ACCESS REQUIRED WHEN 22"x30" ACCESS REQUIRED WHEN ATTIC HAS CLEAR HEIGHT OF 30" OR MORE. HEADROOM OF 30" MIN. REQ'D ABOVE ACCESS. CRAWL SPACE UNDER WOOD JOISTS SHALL HAVE CROSS VENTILATION, NOT LESS THAN 1 SQ.FT. FOR EACH 150 SQ.FT. OF CRAWL SPACE. ACCESS: ACCESS: 18"x24" MINIMUM SIZE ACCESS REQUIRED TEMPERED GLASS REQ'D WITHIN 24" OF THE STRIKE EDGE OF A DOOR; WITHIN 18" OF A FINISH FLOOR LEVEL (WALKING SURFACE); WITHIN SHOWER OR BATHTUB ENCLOSURE.

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OUTLETS: PROVIDE BATH WITH GFCI OUTLETS. LIGHTING: : PROVIDE BATH WITH GFCI OUTLETS. LIGHTING: LIGHTING: : A MIN. OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM. ALL H.E. LIGHTING UNLESS LIGHTING IS CONTROLLED BY CERTIFIED VACANCY SENSOR(S) ELECTRICAL: LAUNDRY ROOM, WASHER AND DRYER SHALL HAVE : LAUNDRY ROOM, WASHER AND DRYER SHALL HAVE A SEPARATE 20 AMP CIRCUIT. DRYER VENT: RIGID PIPE (NO DRYER VENT: RIGID PIPE (NO RIGID PIPE (NO FLEX DUCT ALLOWED) SHALL TERMINATE OUTSIDE. 4" DIAM PIPE 14' MAX LENGTH WITH MAX 2 - 90 DEGREE TURNS, MINUS 2' FOR EACH ADDITIONAL 90 DEGREE TURN OR PROVIDE BOOSTER FAN. MAKE-UP AIR: VENT FOR GAS OR ELECTRIC DRIERS: 100 MAKE-UP AIR: VENT FOR GAS OR ELECTRIC DRIERS: 100 VENT FOR GAS OR ELECTRIC DRIERS: 100 SQ. IN. MIN. INTAKE OPENING. LIGHTING: ALL HE LIGHTING LIGHTING: ALL HE LIGHTING ALL HE LIGHTING UNLESS LIGHTING IS CONTROLLED BY VACANCY SENSOR(S) (2013 CEC) AT LEAST ONE OUTLET IN HALLWAY. PLACE OUTLETS SO THAT NO POINT ALONG THE WALL SPACE IS MORE THAN 6' HORIZONTALLY FROM ANY OUTLET. ANY WALL OVER 24" WIDE SHALL HAVE AN OUTLET. ALL OUTLETS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. SHALL BE PLACED MIN. 36" - MAX 48" ABOVE FINISH FLOOR. SHALL BE PLACED 60" ABOVE FINISH FLOOR. ELECTRICAL: A MINIMUM OF (2) 20 AMP SMALL APPLIANCE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED FOR THE KITCHEN, DINING AND FAMILY ROOM AREAS. CONTRACTOR SHALL PROVIDE FOR FUTURE EXPANSION OF (3) 30 AMP CIRCUITS. OUTLETS: MIN. 1 PER OUTLETS: MIN. 1 PER MIN. 1 PER EACH COUNTER SECTION WIDER THAN 12". 4' MAX. DISTANCE BETWEEN OUTLETS. PROVIDE GFCI OUTLETS. LIGHTING: AT LEAST LIGHTING: AT LEAST AT LEAST 50% OF INSTALLED LUMINAIRE MUST BE OF HIGH EFFICACY (H.E.) LIGHTING AND MUST BE SWITCHED SEPARATELY FROM NON-HE LIGHTING. BEDROOM, HALLWAY, STAIRS, DINING & CLOSETS BIGGER THAN 70 SQ FT:ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS CONTROLLED BY A DIMMER SWITCH OR CERTIFIED VACANCY SENSOR(S) (TITLE 24). PROVIDE BATH & LAUNDRY W/ MECHANICAL EXHAUST FANS WITH BACKDRAFT DAMPER. EXHAUST DIRECT TO EXTERIOR. NO VENT TERMINATION IN EXTERIOR WALL WITHIN 3 FT. OF PROPERTY LINE OR WINDOW OR OPENING USED FOR VENTILATION. AS SHOWN IS SCHEMATIC ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR SYSTEM DESIGN AND ITS ADEQUACY. WHERE FURNACE DUCTS PIERCE 1-HR GARAGE WALLS, DUCTS SHALL BE MIN. 26 GAUGE GALVANIZED STEEL. COMBUSTION AIR INLET: OPENING NOT ALLOWED WITHIN 3' OF PROP. LINE. 12" DOWN FROM TOP, 12" UP FROM BOTTOM. SEE WATER HEATER DETAIL FOR SEISMIC STRAP AND 18" PLATFORM LIGHTING: ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS ALL HIGH EFFICACY LIGHTING UNLESS LIGHTING THAT IS CONTROLLED BY CERTIFIED VACANCY SENSOR(S) (TITLE 24) (2013 CEC). BOLLARDS: PROVIDE TO PROTECT GAS EQUIPMENT FROM IMPACT. PROVIDE TO PROTECT GAS EQUIPMENT FROM IMPACT. (CMC308.1) VENTILATION: 200 SQ. INCHES MIN. FOR GARAGE OF VENTILATION: 200 SQ. INCHES MIN. FOR GARAGE OF 200 SQ. INCHES MIN. FOR GARAGE OF UP TO 1,000 SQ. FT. FOR EACH ADDITIONAL 200 SQ. FT. PROVIDE ADDITIONAL 30 SQ. IN. OF CLR. VENT AREA. : ALL 120 VOLT SINGLE PHASE, 15 AND 20 AMP CIRCUITS SUPPLYING OUTLETS IN A DWELLING UNIT'S BEDROOMS, LIVING, DINING, KITCHENS, HALLWAYS, CLOSETS AND SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. AFCI-PROTECTION FOR KITCHENS ALL NEW LIGHTS SHOULD BE HIGH EFFICACY

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WALL TYPE 2

1-HR. RATED

WALL TYPE 4

EXTERIOR INTERIOR

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

A2.1

SHEET DESCRIPTION

EXISTING /

PROPOSED

ELEVATIONS

SECTIONS &

WALL DETAILS




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

1

EXISTING WEST ELEVATION - REAR ELEVATION

SCALE : 1/4"=1'-0"

2

PROPOSED WEST ELEVATION - REAR ELEVATION

SCALE : 1/4"=1'-0"

4

EXISTING WIDE SECTION

SCALE : 1/4"=1'-0"

5

PROPOSED WIDE SECTION

SCALE : 1/4"=1'-0"

3

PROPOSED WEST ELEVATION - INFILL AREA

SCALE : 1/4"=1'-0"

SCALE : 1 1/2 "=1'-0"

A

INTERIOR INFILL WALL

SCALE : 1 1/2 "=1'-0"

B

EXTERIOR INFILL WALL

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(N) DOUBLE HUNG WD. WIN & WD. DOOR

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REPLACE (E) DECK W/ METAL DECK & METAL PICKETS

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(E) WD. SIDING TO REMAIN ON ALL LEVELS

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(E) METAL SPIRAL STAIR

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ROOF

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(N) WD. SIDING TO MATCH THE (E) WD. SIDING AT 3-SIDES TYP.

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WOOD WINDOW

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(E) DOUBLE HUNG WD. WIN & WD. DOOR TO BE REMOVED

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(E) WD. DECK TO BE REPAIRED & REBUILD LESS THAN 50%

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(E) DOUBLE HUNG WD. WIN & WD. DOOR TO BE REMOVED

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(E) WD. SIDING TO REMAIN ON ALL LEVELS

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(E) METAL SPIRAL STAIR

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ROOF

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REPLACE (E) ALUMINUM CLAD WINDOW WITH WOOD WINDOW

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INFILL ENCLOSED SPACE BELOW EXISTING ROOF & FLOORS AT ALL LEVELS

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INFILL ENCLOSED SPACE BELOW EXISTING ROOF & FLOORS AT ALL LEVELS

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5/8" GYP. BD., TYPE "X"

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(N) 2X4 OR 2X6 WOOD STUD @ 16" O.C.

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R-13 BATT INSULATION @ SHAFT WALLS ONLY

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5/8" GYP. BD., TYPE "X"

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MOISTURE BARRIER

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3/4" WD. SIDING TO MATCH (E)

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R-13 BATT INSULATION

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(N) 2X6 WOOD STUDS @ 16" O.C.

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5/8" GYP. BD. TYP.

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1/2" PLY. WD.

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T-1

SHEET DESCRIPTION

TITLE 24-

BUILDING




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

966-968 MINNESOTA ST.

SUHEIL SHATARA 415 871 1229

[email protected]

01/15/2018SUHEIL SHATARA

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TITLE 24 -

ELECTRICAL




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018



[email protected]

01/15/2018SUHEIL SHATARA

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TITLE 24 -

PLUMBING




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

[email protected]


01/15/2018


SUHEIL SHATARA

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1ST FLR.

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3RD FLR.

STRUCTURAL NOTES

S-1

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STRUCTURAL




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

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NOTES & SPECIFICATIONS 1) CONCRETE a. SELECTION OF MATERIALS , MIXING AND PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE AND ACI REQUIREMENTS. b. CONCRETE STRENGTH. CONCRETE SHALL BE NORMAL WEIGHT READY MIX CONCRETE AND SHALL DEVELOP THE COMPRESSIVE STRENGHTS LISTED BELOW, UNLESS OTHERWISE NOTED IN SPECIAL INSPECTION CHECKLIST: FOOTINGS: 2,500 PSI 4" SLUMP 3/4" AGGREGATE WALLS: 3,000 PSI 4" SLUMP 3/4" AGGREGATE SLAB ON GRADE: 2,500 PSI 4" SLUMP 3/4" AGGREGATE NOTE: 3/8" PEA GRAVEL MAY BE SUBSTITUTED FOR 3/4" AGGREGATE WHERE NEEDED FOR PUMPING. c. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: SURFACE POURED AGAINST GROUND: 3" FRAMED SURFACES BELOW GRADE: 2" SURFACES EXPOSED TO WEATHER: 2" CONCRETE BEAM BARS: 1-1/2" ALL OTHERS: 1" d. REINFORCING STEEL. USE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 BARS AND LARGER. TACK WELDING HEATING OR CUTTING OF BARS IS NOT PERMITTED. STAGGER ALL SPLICES A MINIMUM OF 5 FEET. e. ANCHOR BOLTS SHALL CONFORM TO ASTM-A36 FOR HOOKED ANCHOR BOLTS. HEADED ANCHOR BOLTS SHALL CONFORM TO ASTM A-307. f. CONSTRUCTION JOINTS SHALL BE PREPARED BY WIRE BRUSHING AND CLEANING PREVIOUS POUR. PROVIDE 1/4 INCH AMPLITUDE MINIMUM OR KEYED JOINTS. ADD A PASTE OF CEMENT MORTAR IMMEDIATELY PRIOR TO POURING . ALL EXISTING CONCRETE SURFACES WHICH ARE TO RECEIVE NEW CONCRETE SHALL BE ROUGHENED AND WASHED CLEAN OF DUST PRIOR TO CONCRETE PLACEMENT. WAIT 48 HOURS BETWEEN POURS. g. ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS TO ASSURE THE ABSENCE OF VOIDS IN STRUCTURAL ELEMENTS. h. SLABS ON GRADE SHALL BE A MINIMUM OF 5 INCHES THICK WITH #4 BARS AT 12 INCHES ON CENTER AT MID HEIGHT UNLESS OTHERWISE NOTED ON THE PLANS. PROVIDE 2 INCHES OF SAND BELOW SLAB WITH PLASTIC VAPOR BARRIER OVER 6 INCHES OF CLASS B CRUSHED ROCK COMPACTED TO 95% RELATIVE COMPACTION. i. EPOXY TO BE SIMPSON SET EPOXY BASED ANCHORING ADHESIVE. FOLLOW MANUFACTURER'S INSTALLATION DIRECTIONS. ALL HOLES TO BE BRUSHED CLEAN AND BLOWN OUT PRIOR TO EPOXY INSTALLATION. j. LAP LENGTHS. ALL REINFORCING BARS #6 AND SMALLER TO BE LAPPED 44 TIMES THE DIAMETER OF THE BAR. ALL BARS #7 AND LARGER TO BE LAPPED 55 TIMES THE DIAMETER OF THE BAR. 2) WOOD a. FRAMING LUMBER SHALL BE DOUGLASS FIR LARCH WITH A MAXIMUM MOISTURE CONTENT OF 19% AT TIME OF PLACEMENT. HEADERS, PLATES, JOISTS: NO. 1 POSTS AND BEAMS: NO. 1 STUDS AND BLOCKING: NO. 2 b. SILLS OR LEDGERS IN CONTACT WITH CONCRETE OR MASONRY, AND ANY WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED DOUGLASS FIR OR CALIFORNIA REDWOOD. NEWLY EXPOSED SURFACES RESULTING FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED. ALL NAILS AND BOLTS INTO PRESSURE TREATED FRAMING TO BE HOT-DIPPED GALVANIZED. ALL HARDWARE AND HANGERS IN CONTACT WITH PRESSURE TREATED FRAMING TO BE TRIPLE ZINC COATED OR GALVANIZED. c. PLYWOOD SHEATHING ROOF SHEATHING 5/8" CD EXTERIOR APA RATED 32/16, PS1 FLOOR SHEATHING: 3/4" CD EXTERIOR APA RATED 48/24, PS1 WALL SHEATHING: 1/2" EXTERIOR APA RATED PS1

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SHEET DESCRIPTION

TITLE 24 DATA




THE ARCHITECT.






ARCHITECTURE

SHATARA

890 7TH ST.

SAN FRANCISCO

CA 94107

TEL (415) 512-7566

[email protected]

INC.

No.C24700

REN 10/31/19

OWNER

ARCHITECT


890 7TH STREET


TEL: 415-512-7566


PROJECT DIRECTORY

ISSUED DATE NO.

BUILDING 01.15.2018

PROJECT

RESIDENTIAL REMODEL

ADDRESS

966 MINNESOTA

STREET

SAN FRANCISCO, CA

BLOCK: 4106

LOT: 012

PLANNING 03.29.2018

PLANNING 06.05.2018

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Certificate of Appropriateness Case Reportcommissions.sfplanning.org/hpcpackets/2018-002987COA-02.pdf · 2018. 6. 7. · Certificate of Appropriateness July 20, 2018. 2 . Case Number

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