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02-06-19 Philz Coffee - 202 N. Glassell St. (DRC 4955-18) AGENDA DATE: FEBRUARY 6, 2019 TO: Chair McCormack and Members of the Design Review Committee THRU: Anna Pehoushek, Assistant Community Development Director FROM: Marissa Moshier, Historic Preservation Planner SUBJECT: DRC No. 4955-18, MNSP No. 0956-18, and AA No. 0265-18 – Philz Coffee S UMMARY The applicant is proposing to convert an existing auto repair shop to a coffee shop with associated parking lot and landscaping improvements. The applicant is requesting Administrative Adjustments for the required drive aisle and parking space dimensions in order to allow the conversion to a coffee shop. R ECOMMENDED A CTION – F INAL D ETERMINATION Staff recommends that the Design Review Committee (DRC) approve the project based on the findings and subject to the conditions of approval contained in the staff report and any conditions that the DRC determines appropriate to support the required findings. Per the Orange Municipal Code, when more than one type of application is filed for a single project, the application requiring the highest level of approval shall dictate the review process for the entire group of applications. The DRC has the final determination on the three applications required for this project: Design Review, Minor Site Plan Review, and Administrative Adjustment. The relevant staff departments have recommended approval through the Minor Site Plan Review process, and the Zoning Administrator has recommended approval of the Administrative Adjustments. B ACKGROUND I NFORMATION Applicant: Philz Coffee Owner: Saeed Paymozd Property Location: 202 N. Glassell Street, Old Towne Historic District General Plan Designation: Old Towne Mixed Use (OTMIX) Zoning Classification: Old Towne Mixed Use 15S (OTMU-15S) Existing Development: 1,665 SF auto repair shop and convenience store with surface parking lot Property Size: 11,540 SF DESIGN REVIEW COMMITTEE AGENDA ITEM Design Review Committee Staff Report February 6, 2019 Page 2 of 15 Previous DRC Review: None P UBLIC N OTICE Notification of the DRC meeting to consider the project was posted in two places at the property on January 28, 2019, per the requirements of the Orange Municipal Code for Minor Site Plan Review projects. No public notice is required for Design Review or Administrative Adjustment applications. E NVIRONMENTAL R EVIEW Categorical Exemption: The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines 15303 (Class 3 – New Construction or Conversion of Small Structures), 15305 (Class 5 – Minor Alterations in Land Use Limitations), and 15331 (Class 31 - Historical Resource Restoration/Rehabilitation). The project consists of the conversion of an existing auto repair shop to a coffee shop, consistent with the property’s General Plan designations and zoning. The 1,665 square foot building to be converted totals less than 10,000 square feet, and the property is located in an urbanized area where all necessary public services and facilities are available. The project includes minor reductions in development standards related to the required drive aisle and parking space dimensions. These Administrative Adjustments do not alter the land use or density of the sit e. The historic structure on the property will be rehabilitated in conformance with the Secretary of the Interior’s Standards for the Treatment of Historic Properties (SOI Standards) and the Old Towne Design Standards. There is no environmental public review required for a Categorical Exemption. P ROJECT D ESCRIPTION The applicant proposes to convert an existing auto repair shop into a coffee shop with associated parking lot and landscaping improvements. The major project components include:  Adaptive Reuse of Existing Building. The existing building, originally constructed as a Texaco service station, will be rehabilitated to allow the coffee shop use. Existing openings and exterior cladding will be maintained. The service bays currently are secured by rolling gates. These openings will be infilled with multi-light metal windows, matching the pattern of service doors seen on other midcentury Texaco service stations. The center bay will be an operable roll-up window; the two flanking windows will be fixed. The storefront at the southeast corner of the building was replaced sometime after 2005 and will be replaced with a new storefront system to match the original system. Two new doors will be added to the concrete block west elevation to allow access to restrooms. On the south elevation, two original door openings with glass transoms have been infilled with plaster. The plaster will be removed, and flat panel doors with glass transoms will be installed within the openings. These doors will be fixed with no exterior hardware. The existing enamel steel panels on the building will be maintained, and the overpaint applied to the panels will be encapsulated by a new paint layer (See Attachment 6: Paint Specification).  Parking Lot and Site Improvements. The project includes parking lot striping to improve site circulation. Nine parking spaces will be provided on the property, accessed from the Design Review Committee Staff Report February 6, 2019 Page 3 of 15 existing two-way drive apron on Maple Avenue. The number of parking spaces provided is based on the previous auto repair use, and the existing building square footage requirements for parking of a retail use under the current code. The driveway on Glassell Street will be narrowed to a one-way exit with right turn only onto Glassell Street. Other site improvements include new fences and a trash enclosure in the side yard on the west side of the building.  Landscaping. The landscape area around the perimeter of the site is intended to frame the building and provide a buffer for pedestrians using the sidewalk. The plant palette is simple and balances the pedestrian environment with the auto-related character of the site. Three pedestrian paths are provided through the landscape area into the site and the space around the building contains raised planters surrounding additional informal outdoor seating for customers.  Signage. The project signage includes reuse of the existing pole sign at the corner of the property, one canopy-mounted sign on the east (Maple) building elevation, and one window decal on the transom above the entrance. The pole sign will be moved back into the site to accommodate a triangular 7-foot corner cut-off dedication required by the Public Works Department in order to construct a new ADA-compliant ramp at the intersection. Reuse of the pole sign is permitted as a reface of an existing legal non-conforming sign. The pole sign and the new building signage is under the maximum allowed square feet for signage based on the building frontages.  Administrative Adjustments. The applicant is requesting the following Administrative Adjustments to allow conversion of the property to a coffee shop: o A 6% reduction in the width of the required drive aisle in the parking lot. This is the equivalent of a 1 foot 5 inch reduction, from 25 feet required to 23 feet 7 inches provided. o A 6% reduction in the length of 7 parking spaces on the east side of the parking lot. This is the equivalent of a 1 foot reduction, from 18 feet required to 17 feet provided for the parking spaces. E XISTING S ITE The subject property is located at the northwest corner of the intersection of N. Glassell Street and W. Maple Avenue in the Old Towne Historic District. The site contains one building, located at the northwest corner of the property. The building is a one story, 1,665 square foot auto repair shop with three service bays. The southeast corner of the building contained a convenience store/waiting area. Three elevations of the building are clad in porcelain enamel steel panels that have been painted. The west elevation is concrete block. The building has a Streamline Moderne architectural style, including the triple speed lines at the top of the building. The building is a non-contributor to the Old Towne Historic District because it was constructed after the Historic District’s period of significance (1888-1940). However, the building is a distinctive example of a midcentury automobile service station. It was constructed in 1953 to replace an earlier service station and is identified on building plans as a Texaco Type “EMW” Design Review Committee Staff Report February 6, 2019 Page 4 of 15 Three Bay Service Station. When constructed, the pump stations were located to the east of the building. The underground storage tanks were removed from the property in 1994, so it is likely that the pumps were removed no later than that date. The existing pole sign at the corner of the property dates to 1971 and replaced an earlier Texaco pole sign in the same location. Texaco was a major national company by the mid-twentieth century with a distinctive and consistent gas station design intended to make the Texaco brand easily identifiable for motorists: The Texas Fuel Company, better known as Texaco, was founded during the Beaumont, Texas oil strike of 1901, which suddenly had the United States awash in cheap petroleum. Rather than focus on regional markets, Texaco built itself into a national brand. By 1928, it was the first oil company to sell gasoline throughout the United States and was one of the major distributors in California. Brand identity was an essential part of the business. Texaco wanted to present a cleaner, more progressive image, so in the 1930s they hired two industrial designers, Norman Bel Geddes and Walter Dorwin Teague, to give Texaco a fresh, clean, unified brand image. The first step was to design a series of sanitary, streamlined, eye-catching tank trucks. Then the pair came up with Texaco's famous red T-star and the block- letter logo. They also styled the attendants' white uniforms and the architecture and color schemes of the stations themselves. Teague designed the prototypical gas station, a basic white box covered in white porcelain enamel with forest-green stripes and a freestanding post bearing the red Texaco star logo on a white disk. By 1942, the white box of Texaco had slipped seamlessly into the American vernacular, giving Texaco outlets a consistent appearance and identity with some 40,000 stations built across the United States.1 The subject property is a good example of a Texaco station from the midcentury period. It has had a number of alterations, including removal of the gas pumps and the original pole sign. The corner storefront and eyebrow canopy have also been modified; however, the building remains largely intact and continues to convey the character of a midcentury gas/service station. Automobile-related commercial architecture was at its height in southern California from the 1930s though the mid-1960s. Intact auto-related historic resources from this period are present throughout southern California but are becoming increasingly rare. A similar Texaco service station, constructed in 1941, was recently considered for Historic-Cultural Monument (HCM) designation in the Silver Lake neighborhood of Los Angeles. Staff is aware of two examples in Orange: the subject property and 237 W. Chapman Avenue (now Hoffman Radiator, constructed c. 1925). Staff believes that the subject property may be individually eligible for designation in the California Register of Historic Resources and has requested that the applicant treat the building as a historic resource for this project. E XISTING A REA C ONTEXT The intersection of Glassell Street and Maple Avenue is a major gateway into the historic Plaza and serves a mix of users throughout the day, including pedestrians, bicyclists, passenger vehicles, 1 Excerpt from “Historic-Cultural Monument Application for the Silver Lake Texaco Service Station,” Los Angeles Department of City Planning, dated June 7, 2018. Design Review Committee Staff Report February 6, 2019 Page 5 of 15 delivery trucks, and buses. Surrounding properties contain a mix of commercial and residential uses. The Plaza with pedestrian-oriented commercial buildings is located to the south. To the north of the subject property are historic residential properties, many of which have been adaptively reused for offices or retail shops. Surrounding zoning is Old Towne Mixed Use-15 or -15S with Single-Family Residential (R-1-6) to the northwest. E VALUATION C RITERIA Orange Municipal Code (OMC) Section 17.10.070 establishes the general criteria the DRC should use when reviewing the project. This section states the following: The project shall have an internally consistent, integrated design theme, which is reflected in the following elements: 1. Architectural Features. a. The architectural features shall reflect a similar design style or period. b. Creative building elements and identifying features should be used to create a high quality project with visual interest and an architectural style. 2. Landscape. a. The type, size and location of landscape materials shall support the project’s overall design concept. b. Landscaping shall not obstruct visibility of required addressing, nor shall it obstruct the vision of motorists or pedestrians in proximity to the site. c. Landscape areas shall be provided in and around parking lots to break up the appearance of large expanses of hardscape. 3. Signage. All signage shall be compatible with the building(s) design, scale, colors, materials and lighting. 4. Secondary Functional and Accessory Features. Trash receptacles, storage and loading areas, transformers and mechanical equipment shall be screened in a manner, which is architecturally compatible with the principal building(s). A NALYSIS /STATEMENT OF TH E I SSUES Issue 1: Adaptive Reuse of Building The subject property is located at a major gateway to the Plaza and its adaptive reuse will be a significant improvement to the Historic District. Based on staff’s recommendation that the property is eligible for designation in the California Register of Historic Resources, the building will be rehabilitated in conformance with the SOI Standards. The Historic Preservation Design Standards for Old Towne also apply. The project balances preservation, or maintenance of existing conditions, with rehabilitation to allow the change in use. The existing porcelain enamel steel panels have been painted at least once since the building’s construction. Due to cost limitations, the property owner and applicant are not prepared to remove Design Review Committee Staff Report February 6, 2019 Page 6 of 15 the existing paint and repair or replace the underlying porcelain enamel panels. As an alternative treatment, the applicant is proposing to apply primer and paint on top of the existing paint finish (See Attachment 6: Paint Specification). This preservation treatment will encapsulate the existing paint layers and porcelain enamel finish and preserve it in place. This approach allows Philz Coffee to focus their project budget on other elements that will improve the Historic District and the pedestrian experience at Glassell Street and Maple Avenue, including the corner storefront, service bays, and landscaping, while preserving the porcelain enamel finish to allow the property owner or future tenants to uncover and restore it at a later date. Other project features include replacing the non-original corner storefront to match earlier photographs of the building and adding multi-light windows to the service bays, similar to other midcentury Texaco service stations. Materials specifications for these elements are provided as Attachment 5. The landscape and site design is intended to balance the auto-related character of the property and minimum parking requirements of the business while improving the pedestrian environment at Glassell Street and Maple Avenue. The landscape at the site perimeter is a layered but simple palette with trees placed to frame the building. Three pedestrian paths are provided through the landscape ensure the site’s connectivity with the Old Towne pedestrian experience. The project also includes enhanced exterior space around the building for informal outdoor seating. The applicant is proposing to add a freestanding canopy system in front of the service bays on the east elevation to provide shade for this area. The canopy will be supported by freestanding steel posts set next to the building wall and built into raised steel planters along the walkway. The materials and design of the canopy are differentiated from the building, so that it is clearly an addition to the site, while the three-part composition reflects the rhythm of the three service bays and is compatible with the character of the property. Issue 2: Administrative Adjustments The parking requirements and development standards for the Administrative Adjustments are based on the following criteria:  OMC 17.34.110.A Parking Area Dimensions Open parking stalls shall be not less than nine (9) feet wide and eighteen (18) feet long. Seven parking spaces on the east side of the property are proposed to be 17 feet long. The one-foot reduction in the parking stalls is minimal and should not impact the functionality of the parking spaces. The small reduction in parking stall length allows a larger planter along the sidewalk to screen vehicles and improve the pedestrian environment on the sidewalk. The auto repair shop has operated in this location for a number of years. However, auto repair is a legal non-conforming use under the property’s existing Old Towne Mixed Use- 15S zoning. Converting the property to a coffee shop brings it into conformance with the City’s 2010 General Plan and will be a major improvement to an important gateway to the Plaza. However, the property is just outside of the Downtown Plaza District, which allows existing properties to be converted to new uses without requiring additional parking. As a Design Review Committee Staff Report February 6, 2019 Page 7 of 15 result, the applicant must maintain nine parking spaces on site in order to convert the business to a coffee shop. In addition, staff is recommending preservation of the building in conformance with historic preservation standards due to its age and rarity as an intact mid-century gas station. With those constraints, the applicant studied several different parking lot layout options and determined, with staff, that the proposed layout provides the best balance between the number of parking spaces, parking lot functionality, and the appearance and safety of the site. The minor reduction in parking stall dimensions allows more landscape area at the sidewalk without compromising the efficiency of the parking lot. The parking lot layout and its slightly reduced dimensions allow preservation of the historic character of the property with sufficient parking area to create functional parking spaces and avoid impacting the adjacent neighborhood.  OMC 17.34.110.A Parking Diagram 25-foot drive aisle/back-up area shall be required for 90 degree parking. The requested drive aisle/back-up area in the parking lot is 23 feet 7 inches. Similar to the parking stall length, the 1 foot 5 inch reduction is minor, should not affect the functionality of the parking lot, and allows the parking to be screened from the sidewalk by a substantial landscape planter. A DVISORY B OARD R ECOMMENDATION The relevant staff departments (SMART) recommended approval of the project to the DRC on January 30, 2019. The Zoning Administrator recommended approval to the DRC on January 28, 2019. R EQUIRED F INDINGS The courts define a “Finding” as a conclusion which describes the method of analysis decision makers utilize to make the final decision. A decision making body “makes a Finding,” or draws a conclusion, through identifying evidence in the record (i.e., testimony, reports, environmental documents, etc.) and should not contain unsupported statements. The statements which support the Findings bridge the gap between the raw data and the ultimate decision, thereby showing the rational decision making process that took place. The “Findings” are, in essence, the ultimate conclusions which must be reached in order to approve (or recommend approval of) a project. The same holds true if denying a project. The decision making body must detail why it cannot make the Findings. The Findings are applied as appropriate to each project. Based on the following Findings and statements in support of such Findings, staff recommends the DR C approve the project with recommended conditions. Design Review Committee Staff Report February 6, 2019 Page 8 of 15 Design Review 1. In the Old Towne Historic District, the proposed work conforms to the prescriptive standards and design criteria referenced and/or recommended by the DRC or other reviewing body for the project (OMC 17.10.070.G.1). The proposed project is in conformance with the Historic Preservation Design Standards for Old Towne, which are the prescriptive design criteria for projects within the Old Towne Historic District. The proposed project is consistent with the context of the Historic District and does not adversely affect the Historic District. The design incorporates features and materials that are consistent with the architectural style and character of the property to create an internally consistent site. The landscape blends the auto-related character of the site with the property’s location transitioning from the commercial downtown of the Plaza to the adjacent historic residential neighborhood. 2. In any National Register Historic District, the proposed work complies with the Secretary of the Interior’s Standards and Guidelines (OMC 17.10.07.G.2). Projects found to be in conformance with the Historic Preservation Design Standards for Old Towne are generally considered to be in conformance with the SOI Standards. Although the building is identified as a non-contributor to the Old Towne Historic District, it appears eligible for the California Register of Historic Resources as a midcentury Texaco gas station. Adaptive reuse of the building requires minimal changes to its historic materials and character of the buildings. Where historic materials are not being restored to their original condition, as with the porcelain enamel panels, the proposed treatment will preserve the existing materials in place and will not cause additional deterioration or damage. The existing building form, materials, and features will be maintained. The size, scale, and location of the new canopies are appropriate to the size and scale of the historic building, while the design and materials are clearly differentiated from the original building. Changes to the building are compatible with the historic resource and reversible without causing major change to the design or materials of the historic building. The proposed project is in conformance with the SOI Standards. 3. The project design upholds community aesthetics through the use of an internally consistent, integrated design theme and is consistent with all adopted specific plans, applicable design standards, and their required findings (OMC 17.10.07.G.3). Projects located within the Old Towne Historic District must comply with the Historic Preservation Design Standards for Old Towne and SOI Standards (as applicable). As described above, the proposed work conforms with these design standards. 4. For infill residential development, as specified in the City of Orange Infill Residential Design Guidelines, the new structure(s) or addition are compatible with the scale, massing, orientation, and articulation of the surrounding development and will preserve or enhance existing neighborhood character (OMC 17.10.07.G.4). This project does not involve residential infill development. The City of Orange Infill Residential Design Guidelines do not apply, and this finding is not applicable. Design Review Committee Staff Report February 6, 2019 Page 9 of 15 Minor Site Plan Review 1. The project design is compatible with surrounding development and neighborhoods. The project is compatible with the character of the Plaza and Old Towne Historic Districts in that it balances a pedestrian-oriented environment with the auto-related character of the site and the parking requirements for the business. The design and materials of the building and the landscape plan are also compatible with the surrounding neighborhood transitioning between the commercial downtown of the Plaza and the adjacent historic residential buildings. 2. The project conforms to City development standards and any applicable special design guidelines or specific plan requirements. The project conforms to City development standards for the OTMU-15S with the exception of the requests for Administrative Adjustments. As described above, the project is in conformance with the Old Towne Design Standards and the SOI Standards. 3. The project provides for safe and adequate vehicular and pedestrian circulation, both on- and off-site. The property will have pedestrian access points on both N. Glassell Street and W. Maple Avenue. Vehicular access points are limited to one two-way driveway on Maple Avenue and one one-way exit only driveway on Glassell Street, allowing the removal of two additional existing two-way driveways on the site and ensuring safe circulation conditions. The project incorporates perimeter improvements that reinforce the quality and safety of the pedestrian experience. The proposed project provides for safe and adequate circulation. 4. City services are available and adequate to serve the project. The project has been reviewed by the relevant staff departments to ensure that City services are available and adequate to serve the property. The project incorporates design features that address Code requirements and building and infrastructure systems that maximize safety and ensure adequate utility services to the site. 5. The project has been designed to fully mitigate or substantially minimize adverse environmental effects. No adverse environmental effects have been identified. The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines (Class 3 – New Construction or Conversion of Small Structures), 15305 (Class 5 – Minor Alterations in Land Use Limitations), and 15331 (Class 31 - Historical Resource Restoration/Rehabilitation). Administrative Adjustments 1. The reduction in standards will not be detrimental to the public health, safety, and general welfare of persons residing or working on the subject property or in the vicinity. Staff finds that the proposal will not be detrimental to persons working at and/or visiting the property or the surrounding neighborhood. The proposed reductions to parking area are minimal and do not substantively affect the functionality of the parking lot for customers or employees of the coffee shop. The layout of the parking lot and minor reductions in size help Design Review Committee Staff Report February 6, 2019 Page 10 of 15 to preserve the character of the historic property and the Old Towne Historic District, particularly with new landscape areas at the sidewalk. The layout represents a major improvement to a prominent intersection around the Plaza with a safe and attractive solution to the constraints of the site. 2. Issuance of the permit does not compromise the intent of this code. In reviewing the proposal, staff finds that the request does not compromise the intent of the code related to parking requirements for non-residential uses. The granting of the requested Administrative Adjustments would allow the applicant to deviate from the established code requirements for parking lot dimensions without having to go through a variance process. The intent of the parking code is to ensure that parking does not interfere with circulation on public rights-of-way or other properties. The reductions are minor, within the less than 10% deviation eligible for an Administrative Adjustment, and should not affect circulation on the surrounding streets or public parking. C ONDITIONS Staff recommends the DRC approve the project subject to the conditions listed below and any conditions that the DRC deems appropriate: General 1. All construction shall conform in substance and be maintained in general conformance with plans labeled as Attachment 10 in the staff report (date stamped January 29, 2019), including modifications required by the conditions of approval, and as approved by the Design Review Committee. 2. After any application has been approved, if changes are proposed regarding the location or alteration of any use or structure, a changed plan may be submitted to the Community Development Director for approval. If the Community Development Director determines that the proposed change complies with the provisions and the spirit and intent of the approval action, and that the action would have been the same for the changed plan as for the approved plan, the Community Development Director may approve the changed plan without requiring a new public meeting. 3. The final approved conditions of approval shall be reprinted on the first or second page of the construction documents when submitting to the Building Division for the plan check process. 4. The applicant agrees to indemnify, hold harmless, and defend the City, its officers, agents and employees from any and all liability or claims that may be brought against the City arising out of its approval of this permit, save and except that caused by the City’s active negligence. 5. Construction permits shall be obtained for all future construction work, as required by the City of Orange, Community Development Department’s Building Division. Failure to obtain the required building permits may be cause for revocation of this permit. Design Review Committee Staff Report February 6, 2019 Page 11 of 15 6. If not utilized, project approval expires twenty-four months from the approval date. Extensions of time may be granted in accordance with OMC Section 17.08.060. The Planning entitlements expire unless Building Permits are pulled within 2 years of the original approval. 7. Failure to comply with the conditions of approval for Design Review No. 4955-18, Minor Site Plan Review No. 0956-18, and Administrative Adjustment No. 0265-18 shall constitute a public nuisance and may be prosecuted per the Orange Municipal Code. Fire 8. Plans submitted for Building Plan Review shall comply with the California Fire Code as amended by the City and as frequently amended and in effect at the time of application for Building Permit. 9. Key boxes and key switches (Knox devices) shall be provided where necessary to ensure that immediate access for firefighting, rescue and other emergency purposes is possible. At a minimum Knox devices shall be provided for the following locations:  Doors and pedestrian gates to other areas identified by the Fire Department. Gated area, dual-keyed for Fire and Police access. Landscape 10. Prior to issuance of a Certificate of Occupancy, all landscaping improvements shall be completed according to the approved plans and to the satisfaction of the Community Development Director and the Community Services Director. 11. All landscape areas shall be maintained in neat and healthy condition. Should any plant material die, the property owner/operator shall replace it with new healthy plant material to match the approved landscape plans. 12. Prior to building permit issuance, final landscaping plans for the project shall be designed to comply with the City’s Water Efficient Landscape Guidelines as described in Section IX et al of the City of Orange Landscape Standards and Specifications. 13. Prior to building permit issuance, City required irrigation and landscape inspection notes shall be placed on the final landscape plan, to the satisfaction of the Community Services Director. 14. Prior to building permit issuance, final landscape plans for the project shall include landscape area calculations required for State-mandated landscape water use reporting. Police 15. Prior to building permit issuance, construction documents shall show that all structures comply with the requirements of Orange Municipal Code Chapter 15.52 (Building Security Standards) which includes, but is not limited to hardware, doors, windows, and lighting. Specifications, details, or security notes may be used to convey compliance. 16. The applicant shall provide security cameras to monitor the area around the exterior restrooms. The location and design of the security cameras shall be included on plans Design Review Committee Staff Report February 6, 2019 Page 12 of 15 submitted for Building Plan Check and shall be approved by the Police Department prior to issuance of a building permit. 17. The number of restrooms provided for the coffee shop shall not exceed the Building Code- required minimum. Subdivision 1. Prior to issuance of a building permit, the property owner shall dedicate a seven foot by seven-foot corner cutoff at the southeast corner of the site to the City of Orange for the purpose of constructing Americans with Disabilities Act (ADA) compliant sidewalk. 2. Prior to issuance of a Certificate of Occupancy, the applicant shall relocate the existing pylon sign at the southeast corner of the property to a location within the site outside of the corner cutoff dedication, as shown on plans labeled Attachment 10 (date stamped January 29, 2019). 3. Prior to issuance of a building permit, the applicant shall provide to the Public Works Department and Community Development Department a signed and notarized letter from the property owner allowing removal of the two driveway aprons in the public right of way at the southeast corner of the site, closest to the Glassell Street and Maple Avenue intersection. 4. Prior to issuance of a building permit, the applicant shall submit a grading plan in compliance with City standards for review and approval by the Public Works Director. All grading and improvements on the subject property shall be made in accordance with the Manual of Grading and Standard Plans and Specifications to the satisfaction of the Public Works Director. 5. The applicant shall pay all applicable fees to cover plan check and inspection services related to the grading activities. 6. The applicant, in coordination with the contractor, shall ensure that grading and construction activities comply with the following requirements:  All construction vehicles or equipment, fixed or mobile, shall be equipped with properly operating and maintained mufflers;  All operations shall comply with City ordinances with respect to hours of construction activity to minimize noise impacts;  During construction, best efforts shall be made to locate stockpiling and/or vehicle staging areas as far as practicable from surrounding residences. Water 7. Prior to building permit issuance, the applicant shall submit improvement plans to the Water Division for review and approval for any new fire hydrants, domestic water services, fire services, landscape services, and any other proposed improvements or relocations affecting the public water system facilities. Design Review Committee Staff Report February 6, 2019 Page 13 of 15 8. Prior to building permit issuance, the applicant shall be responsible for the installation and/or relocation of the proposed or existing public water system facilities to a location and of a design per the improvement plans approved by the Water Division. 9. Prior to building permit issuance, the Water Division shall approve the type and location of landscaping and fire service (detector check) device for proposed City services. 10. Prior to building permit issuance, construction documents shall show a minimum twenty- foot (20’) separation from the public water system facilities to the proposed/existing buildings and structures per the City of Orange Standard Location Of Undergrounding Utilities Standard and as approved by the Water Division. 11. Prior to building permit issuance, construction documents shall show that the installation of sewer mains in the vicinity of water mains is done per the Department of Public Works Water Division Standard No. 113 and will be approved by the Water Division. 12. Prior to building permit issuance, construction documents shall show that a six foot minimum horizontal clearance and a one foot minimum vertical clearance would be maintained between City water mains, laterals, services, meters, fire hydrants and all other utilities except sewer. The Water Division shall review and approve the construction documents. 13. Prior to building permit issuance, construction documents shall show that an eight-foot minimum clearance is provided between City water mains, laterals, services, meters, fire hydrants, signs, or trees or other substantial shrubs and plants as required by the Water Division. The Water Division shall review and approve the construction documents. 14. Prior to building permit issuance, construction documents shall show that permanent signs, awning, surface water quality management features or other structures are not built over water mains, laterals, services, meters, or fire hydrants as required by the Water Division. 15. Prior to building permit issuance, construction documents shall show that each building will be metered separately unless otherwise approved by the Water Division. 16. Prior to building permit issuance for the first phase of work, the applicant shall be responsible for obtaining approval all of the necessary encroachment permits from affected agencies for all public water construction work. 17. Prior to approval of a water improvement plan, the applicant shall satisfy all water main connection, plan check, and inspections charges as determined by the Water Division. 18. Prior to approval of the water improvement plan, the applicant shall satisfy all water construction bond requirements for the installation of the public water system improvements as determined by the Water Division. 19. Plans submitted during plan check shall show that the water improvement plans are consistent with the fire suppression plans and or fire master plan. The applicant’s consultant preparing the water improvement plans shall coordinate their plans with the consultant preparing the fire suppression plans and/or fire master plan so that their designs concur. Design Review Committee Staff Report February 6, 2019 Page 14 of 15 20. Plans submitted during plan check shall show that the minimum separation requirements are met and that each of the various designer’s plan sets match. The applicant’s consultant preparing the improvement and utility plans shall coordinate their plans with the consultants preparing the landscape, architectural, surface water quality management, fire master and/or fire suppression plans so that their designs are consistent. 21. At least fourteen calendar days prior to commencing construction, the applicant’s civil engineer shall prepare and provide product material submittals consistent with the water improvement plans for all proposed public water system facilities to the Water Division per the City of Orange General Water Construction Notes for review and approval. 22. Prior to issuance of certificate of occupancy, the applicant shall furnish and install individual pressure regulators on new services where the incoming pressure exceeds eighty-pounds per square inch. Water Quality 23. Prior to issuance of any building or grading permits, the applicant shall submit a Non- priority Project Water Quality Management Plan (WQMP) for review and approval to the Public Works Department that:  Addresses Site Design BMPs (as applicable) such as minimizing impervious areas, maximizing permeability, minimizing directly connected impervious areas, creating reduced or “zero discharge” areas, and conserving natural areas;  Incorporates the applicable routine structural and non-structural source control BMPs, as defined in the Drainage Area Management Plan (DAMP);  Generally describes the long-term operation and maintenance requirements for structural control BMPs,  Identifies the entity that will be responsible for long-term operation, maintenance, repair and or replacement of the BMPs;  A copy of the forms to be used in conducting maintenance and inspection activities;  Adheres to record keeping requirements (forms to be kept for 5 years). 24. Prior to the issuance of certificates for use of occupancy, the applicant shall demonstrate the following to the Public Works Department:  That all applicable structural best management practices (BMPs) described in the Project WQMP have been constructed and installed in conformance with the approved plans and specifications;  That applicant is prepared to implement all non-structural BMPs described in the Project WQMP;  That an adequate number of copies of the project’s approved final Project WQMP are available for the future occupiers. Design Review Committee Staff Report February 6, 2019 Page 15 of 15 A TTACHMENTS 1. Vicinity Map 2. Site Photographs 3. Historic Resource Survey Form 4. Applicant Letter of Explanation 5. Materials Specifications 6. Paint Specification 7. Plant Palette 8. Zoning Administrator Recommendation on Administrative Adjustments 9. Renderings 10. Plans (date stamped January 29, 2019) cc: Saeed Paymozd 700 N. Batavia Street Orange, CA 92868 Melissa Findley Philz Coffee <melfindley@philzcoffee.com> Erica Nelles Dewberry Architects, Inc. <enelles@Dewberry.com> Keith Glassman GPA, Inc. <keithg@gpan.com> N:\CDD\PLNG\Applications\Design Review\DRC 4955-18 Philz Coffee\Staff Report - DRC 4955-18 - Philz Coffee.docx PHILZ COFFEE- ORANGE 1S A C R A M E N T O SITE PHOTOS ORANGE PHILZ COFFEE S A C R A M E N T O PHILZ COFFEE- ORANGE 2S A C R A M E N T O 60' - 10"27' - 2"5' - 0"4' - 9 1/2"27' - 4 1/2"EXISTING18' - 7"EXISTING 26' - 1 1/2" PROPOSED EXTENSION 41' - 10 1/2"PROPOSED EXTENSION18' - 7"4' - 0"APN: 039-163-10ADDRESS: 115 W MAPLE AVE DISTRICT:3 PHILZ COFFEE(EXISTING BUILDING)APN: 039-163-11 ADDRESS: 202 N GLASSELL STPROPOSED USE: COFFEE SHOP, A--2 GROSS AREA: 1,665 SQFT APN: 039-241-23 ADDRESS: 201 N GLASSELL ST DISTRICT:3 APN: 039-174-18 ADDRESS: 172 N GLASSELL ST DISTRICT:3 40' - 1"56' - 11 3/4"16' - 4" APN: 039-163-12 ADDRESS: 224 N GLASSELL ST DISTRICT:3 APN: 039-241-10 ADDRESS: 205 N GLASSELL ST DISTRICT:3 APN: 039-251-24 ADDRESS: 177 N GLASSELL ST DISTRICT:3 EXTERIOR WALL WITHIN 150' FOR FIRE ACCESS95' - 2"14' - 3"S-1 TYP. S-1 TYP. S-3 S-16 S-3 S-5 S-8 S-22 S-21 S-23 S-19 S-25 S-23 S-14 S-4 S-14 S-14 S-14 S-14 S-12 S-12 S-13 S-30 S-13 S-11 S-5 S-23 S-23 S-23 S-23 S-23 CLR. 4' - 0"4' - 0"S-17 S-17 S-15 S-17 S-25 S-26 S-24 S-24 LOT DEPTH98' - 4 3/4"LOT WIDTH 117' - 3" S-7 S-27 9' - 0" 5' - 0" 10' - 0" S-28 5' - 0"4' - 0"18' - 0"IMPROVEMENT: REDUCE DRIVEWAY 28' - 6" IMPROVEMENT: REPOUR SIDEWALK 32' - 2" S-23 S-24 S-23 S-19 S-7 R 3' - 0 " S-31 TYP. A-011 7 ONE-WAY 12' - 0"12' - 0"9' - 6"17' - 0"24' - 0" 12' - 0"9' - 6"R 20' - 6"R 3' - 0 3/4"R 3' - 0"LEGEND PROPERTY LINE (E) BUILDING ADJ. STRUCTURES REQUIRED SET-BACKS A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 SITE PLAN - PROPOSED DV | RS ERICA NELLES ERICA NELLES OCTOBER 1, 2018 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 958339162397244 A-010-P KEYNOTES PER SHEET NOTE DESCRIPTION S-1 STANDARD PARKING S-3 ACCESSIBLE PARKING S-4 ( E ) WATER METER S-5 CONCRETE WALKWAY S-7 ( E ) FENCE @ 6'-0", WOOD S-8 ( E ) GATE @ 6'-0", MTL S-11 ( E ) ELECTRICAL METER S-12 ( E ) STREET LIGHTING S-13 ( E ) STREET LIGHTING MANHOLE LID S-14 ( E ) MANHOLE LID S-15 ( E )FIRE HYDRANT S-16 ACCESSIBLE STRIPING S-17 ACCESSIBLE ACCESS ROUTE S-19 ( E ) TREES - ADJ. SITES S-21 ( N ) TRANSFORMER PAD S-22 ( N ) LOCATION OF TRASH BINS S-23 ( N ) LANDSCAPE BUFFER, SEE LANDSCAPE PLAN FOR DETAIL S-24 SIDEWALK S-25 ( N ) GATE @ 6'-0", SEE A-202 FOR DETAIL S-26 ( N ) FENCE @ 3'-6", SEE A-202 FOR DETAIL S-27 ( N ) FENCE @ 6'-0", SEE A-202 FOR DETAIL S-28 ( N ) RIGHT TURN ONLY SIGN SITE S-30 ( N ) SIGNAGE ON ( E ) PYLON, SEE SIGNAGE PACKAGE S-31 ( N ) PLANTER BOXES NOTE: GENERAL CONTRACTOR TO VERIFY (E) PATH OF TRAVEL IS ACCESSIBLE. ALERT ARCHITECT & OWNER IF ANY ADDITIONAL ACCOMODATIONS MUST BE MADE. Scale:3/32" = 1'-0"1 PROPOSED SITE PLAN NO. DESCRIPTION DATE PARKING INFORMATION PARKING STALLS ADA DRIVE ENTRY DRIVE AISLE STALL DEPTH SETBACKS -- 2 12' (ONE WAY) 25' (FOR 90° STALLS) 18' GLASSELL MAPLE REAR SIDE ITEM REQUIRED 8 2 12' (ONE WAY) 22'-6" * 17' * PROVIDED *NOTE: 10% REDUCTION ALLOWABLE BY ORANGE PLANNING DEPT. FOR SITE EFFICIENCY. GAINED LANDSCAPEABLE AREA --3,000 SQFT PROJECT INFORMATION BUILDING CODE INFORMATION: CONSTRUCTION TYPE : III-A OCCUPANCY TYPE: A-2, COFFEE SHOPTYPE OF CONSTRUCTION: MASONRY DENSITY: 1,665 SQFT / 11,540SQFT = 14% PROPOSED: NO CHANGE PROPOSED SPRINKLERED SYSTEM: NON-SPRINKLERED FLOOR AREA: 1,665 SQFT LAND USE/ZONING: OTMU-15S (OLD TOWNE MIXED USE - SPOKE STREET) LOT SIZE: 11,540 SQFT -5'-5'-5' -5' GLASSELL MAPLE REAR SIDE -7' -5'-4' -5' MIN. SITE PLAN - EXISTING + PHOTOS 1 246 35 8 10 9 11 7 PHILZ COFFEE- ORANGE 3S A C R A M E N T O 1. LOOKING WEST @ 202 N GLASSELL (LEFT) AND 224 N GLASSELL ST (RIGHT)2. LOOKING EAST @ 229 N GLASSELL (LEFT) AND 205 N GLASSELL (RIGHT) PHILZ COFFEE- ORANGE 4S A C R A M E N T O 3. LOOKING WEST @ 202 N GLASSELL (PROJECT SITE)4. LOOKING EAST @ 201 N GLASSELL (THE FILLING STATION CAFE) PHILZ COFFEE- ORANGE 5S A C R A M E N T O 5. LOOKING NORTHWEST @ CORNER OF 202 N GLASSELL ST (PROJECT SITE)6. LOOKING EAST @ 177 N GLASSELL ST ( THE PIE HOLE) PHILZ COFFEE- ORANGE 6S A C R A M E N T O 7. LOOKING SOUTHEAST @ 172 N GLASSELL ST ( SON LIGHT CHRISTIAN CENTER)8. LOOKING NORTH @ 202 N GLASSELL ST (PROJECT SITE) PHILZ COFFEE- ORANGE 7S A C R A M E N T O 9. LOOKING SOUTH @ 172 N GLASSELL ALONG W MAPLE AVE (SON LIGHT CHRISTIAN CENTER)10. LOOKING NORTH @ 202 N GLASSELL ST (PROJECT SITE) OFF W MAPLE AVE (PROJECT SITE) PHILZ COFFEE- ORANGE 8S A C R A M E N T O 9. LOOKING SOUTHWEST @ 172 N GLASSELL ALONG W MAPLE AVE (SON LIGHT CHRISTIAN CENTER + PARKING LOT) Avante ® Collection, Clear Aluminum (Anodized) Frame with Frosted Tempered Glass collectionAVANTE ® ALUMINUM CONSTRUCTION Aluminum and glass combine to create a sleek, contemporary look. Many window options are available to control the degree of light transmission and privacy. 1 FRAME/SOLID PANEL COLOR OPTIONS STYLE AND CONSTRUCTION ■ Aluminum frame provides a virtually maintenance-free, long-lasting door. ■ Tempered glass, acrylic or solid aluminum panel options. Insulated glass is also available for increased energy efficiency. ■ Integral reinforcing fin provides increased strength and longevity. ■ Heavy-duty steel ball bearing rollers with nylon tires provide quiet operation. See your Clopay Dealer for WINDCODE ® availability. 1 Clear Aluminum (Anodized) 2 Standard White 3 Bronze (Painted) 4 Chocolate (Painted) 5 Bronze (Anodized) 6 Black (Anodized) 7 Dark Bronze (Anodized) 6 75 2 3 4 Due to the anodizing process, color variation may occur. The use of “Bronze (Painted)” is recommended for a more consistent bronze finish color. Custom colors available. MODERN design meets Asian INSPIRATION GLASS/PANEL OPTIONS 1 Clear Glass* 2 Gray Tinted Glass* 3 Bronze Tinted Glass* 4 Mirrored Glass* 5 Obscure Glass* 6 White Laminate Glass 7 Frosted Glass* or Acrylic 8 Clear Acrylic 9 Gray Acrylic 10 White Acrylic 11 Clear Polygal® 12 Bronze Polygal® 13 Clear Anodized (Aluminum Panel) 4 876 5 10 131112 2 31 Glass available in single pane or insulated. White laminated and mirrored glass not available insulated. Panels can be aluminum to match the aluminum frame. Glass/acrylic panels may be combined with aluminum panels. Custom glass and colors available. See your Clopay Dealer for details. *Glass is tempered collection AVANTE ® The Avante is the perfect choice to modernize any home; transforming not only garages, it can also be used as an indoor loft partition or a versatile solarium door. WARRANTY 3YR LIMITED HARDWARE WARRANTY 5YR LIMITED FINISH Attractive color-matched aluminum grip handles. HARDWAREWARRANTIES Doors available to meet many regional wind load requirements. WINDCODE ® doors over 16' wide may have reinforcement hardware that shows through the glass panels of the door. Avante ® Collection, Black (Anodized) Frame with Frosted Tempered Glass Photographer, Brian Gassel 9 Acrylic windows require special cleaning. Never use products that contain ammonia or petroleum products to clean acrylic. Please visit clopaydoor.com/acrylic for complete details. RSDR-AVANTESS-04_REV0718 A FOCUS ON Clopay ® is committed to designing, manufacturing and distributing garage doors that enhance the beauty, safety and value of your home while minimizing the impact on the environment. The Avante® Collection helps conserve natural resources by providing environmentally conscious consumers with a durable, reliable, low-maintenance door. All Clopay doors are made in the U.S., minimizing shipping, damage and handling. For more details on Clopay’s green practices visit clopaydoor.com/green Avante ® Collection, Clear Aluminum (Anodized) Frame with Frosted Insulated Glass Architect: www.jamesphillipwright.com Distributed by:For more detailed product specification information or availability of our Avante® Collection Garage Doors, please contact your Clopay Dealer. To locate a dealer to help you select the right door for your home, just go to www.clopaydoor.com/dealer or call 1-800-2CLOPAY (225-6729). ©2018 Clopay Building Products Company, Inc., a Griffon company.MADE IN USA Follow us on DIRTDIRT X 12” 3/4” X/2 *DISCLAIMER: This information is provided as a courtesy to Tenshon® customers and is to be used as general guidelines. These are not intended as construction documents or build plans. Tenshon® accepts no responsibility for the accuracy of steel sizing, footing details, or any other infromation contained in this document. If you are unsure about your installation please consult a qualified builder or engineer. Tenshon® can be contracted to engineer your specific structure. Post Configuration 2016 © Tenshon - 8743 E. Pecos Rd, Ste 122 - Mesa, Arizona 85212 - 1.480.663.3166 - info@tenshon.com - www.tenshon.com 10’ 5’ 10’ 5’3’6” 7’ 3’6” 7’ 10’10’ 7’ 7’ POLE PLACEMENT* POLE SPECIFICATIONS* DETAILS: 6” x 6” x 1/4” steel posts LENGTH: 10’ (qty 2), 7’ (qty 2) The diagram to the right shows a sail with a hyerbolic parabola, which is acheived by using high and low anchor points. The diagram to the right shows optimal pole placement. It accounts for the stretch of the sail and 8” hardware. The diagram above is a top-down view of a 1/2” thick baseplate and pole assembly showing plate and hole size. The diagram below shows a representative footing, reinforcement cage, 1/2” anchor bolt cluster and dry packing with an installed pole. SS-18 Shade Sail BASEPLATE CONCRETE 19’ 10.5” 19’ 10.5” 28’ 1” POLE6” SS-18 Planter Options tournesolsiteworks.com 800.542.2282 Exterior accessory housing Same housing, showing the interior electrical connection There are as many different planter applications as there are architects to design them. At Tournesol Siteworks, we have a series of standard modifications and adjustments to create what you need. Below some of our standard options are listed to help you imagine your next project through to completion. Cast-In Accessory Pocket Tournesol Siteworks can customize a standard planter with pockets to hold lighting, audio, electrical, or junction boxes. We can cast in sliding or swinging doors, creating hidden spaces for irrigation controls or storage access. Let your imagination go! Depending on the feature to be installed, we may need the housing (back) of the lighting fixture or audio speaker/electrical outlet to be installed, or hidden within the planter, so that we can obtain the exact measurement of the cast-in pocket size required. Some limitations may exist in size, location and depth of pockets – talk with your salesperson for details. Part No.Detail CAP-F Cast-In Accessory Pockets for FRP planters. Size and insert sample required prior to production. Cast-In Accessory Pocket Cast-in Accessory Pocket; specify position, size and number requested Planter bottom Planter top Cross section of planter through Accessory Pocket Scoop Scoop is a feature added to Wilshire Collection planters that allows multiple individual modular units to appear to form a continuous planting area. Adjacent planter walls are lowered and may be sealed in the field with the recommended Scoop Connection Kit, which allows for a continuous layer of soil and planting above. Specify the Wilshire Collection planters (square and rectangle) in any size or configura- tion, adding “with scoop walls” to the description. Provide Tournesol Siteworks with a layout and we’ll work out the rest. The typical scoop is 9” deep. There is a nominal charge per scoop, depending on the number of elements included. Part No.Detail SCP One scoop per planter SCP-K18 Scoop Connection Kit for planters between 12”-18” W SCP-K24 Scoop Connection Kit for planters larger than 18”W, up to 24”W SCP-K36 Scoop Connection Kit for planters larger than 24”W, up to 36”W SCP-K48 Scoop Connection Kit for planters larger than 36”W, up to 48”W tournesolsiteworks.com 800.542.2282 Scoop out between adjacent planters to make one continuous planter. Adjacent, continuous scoop planters typically attached, once installed. Separation shown, if pulled apart. between adjacent planters to provide one continuous planter. Three large planters connected as one. tournesolsiteworks.com 800.542.2282 Casters Add mobility to any Wilshire Collection FRP planter with 4” diameter, hard polypropylene casters, appropriate for smooth and slightly rough surfaces. The casters are non-locking and recessed in the floor of the pot. The bottom of the skirt hiding the casters will be approximately 1/2” off the surface, around the entire pot. The planting depth will decrease by approximately 3” in the planter. We’ll adjust the number of casters based upon the size and the anticipated weight load. Casters are not typically provided for pots larger than 48” square. If you would like a different collection planter, material or size that is outside our standard range, please contact your sales representative for details. BETWEEN LANDSCAPE+ARCHITECTURE Recessed castersPlanter skirt, 1/2” off the surface Recessed casters Cross section of planter with casters. Skirt, 1/2” off surface Part No.Material Planter Size CAST-S FRP Recessed, non-locking casters for small & medium planters (up to 36” round and square; 48”L x 30”H rectangles) CAST-L FRP Recessed, non-locking casters for large planters (42” & 48” round and square; 60” & 72”L rectangles) Wilshire rectangular planter with recessed casters beneath Wilshire rectangular planter with recessed casters beneath tournesolsiteworks.com 800.542.2282 BETWEEN LANDSCAPE+ARCHITECTURE Sizing We can make size modifications to standard FRP fiberglass pots & planters. Typically, this involves shortening the length of a rectangle, or reducing the height of a square or round pot. Some limitations apply, so please check with your salesperson for details. TourneSeal Tournesol Siteworks’ standard pots & planters are designed to be used with drain holes. Because irriga- tion and rain water drains, we apply damp-proofer to the interior of all pots. When a container is to be used without drain holes, a superior waterproofing system is needed to make sure the planter holds up to water standing in the bottom. Our TourneSeal coating system is liquid applied, elastomeric waterproofing material, designed to seal the pot. While we water test every planter coated with TourneSeal, best practices (and our warranty) demand that the installing contractor field test with 6” of water to confirm the absence of installation or shipping damage prior to planting. Part No.Planter Material Detail TSEAL-S FRP For planters up to 48” round and square, 72” long rectangles TSEAL-S-G GFRC For planters up to 48” round and square, 72” long rectangles TSEAL-L FRP For planters larger than 48” round and square, 72” long rectangles TSEAL-L-G GFRC For planters larger than 48” round and square, 72” long rectangles tournesolsiteworks.com 800.542.2282 Drain Holes All of our pots & planters are designed to be used with drain holes to ensure long-term plant health. Typically, our FRP pots are delivered without drain holes to allow the contractor to field verify the correct location prior to drilling. Tournesol Siteworks is pleased to pre-drill drain holes in either GFRC lightweight concrete or FRP fiberglass pots when requested by the customer. Standard drain hole con- figurations (see below) are done free-of-charge at the factory. For unique configuration hole sizes or quantities, please speak with your salesperson. Note: All dimensions are approximate and the location of drain holes can vary +/- ½”; standard drain holes are 2” Dia. Round Planters Square Planters Rectangular Planters - centered on all widths Part No.Detail DHC 2” Standard Drain Hole as per drawings below tournesolsiteworks.com 800.542.2282 Drain Holes Note: All dimensions are approximate and the location of drain holes can vary +/- ½”; standard drain holes are 2” Dia. Rectangular Planters - centered on all widths BETWEEN LANDSCAPE+ARCHITECTURE Planter Options 317 ©2017, Tournesol Siteworks 1‘-4 1/4"2'-8 1/4"9'-0"Cup = Tecnolux Novial Coated Saffron Steam = Tecnolux White 4500Scale: 1/2” = 1’-0”Description Specification/MaterialBacker panel FinishPaint (satin)Color5” Deep aluminum pan BronzeBUILDING S I G N S P E C I F I C A T I O N S Manufacture and install one (1) exposed neon, canopy mounted sign.A“Philz Coffee” Returns Paint (satin)3” deep .063” Aluminum White “Philz Coffee” Backs N/A.063” Aluminum N/A“Philz Coffee” Illumination 12mm Neon Tecnolux White 6500 Daylight Steam accents Paint (satin) 1” Acrylic F.C.O.White “Cup & Steam” Returns Paint (satin)3” deep .063” Aluminum Match face “Cup & Steam” Backs N/A.063” Aluminum N/A“Cup & Steam” Illumination 12mm Neon NOTE: All neon will require 1/4” spacing from neon tube to edge of return. 5 1/2"5 1/2"5 1/2"2'-6"2'-6"2'-6"Scale: 1/2” = 1’-0”Description Specification/MaterialCopy & Leaves FinishDigital print ColorOpaque vinyl Per artwork W I N D O W V I N Y L S P E C I F I C A T I O N S Manufacture and install one (1) set of window vinyl.BSide view5”3”27.19 sq. ft. RacewayExposed neon3” deep letters 5” deep backer panExisting canopy Vertical supports 1 Sign background Aluminum painted PMS Black 4 C 2 Channel letters Aluminum painted White 3 Steam and accents 1” Thick acrylic painted White 4 Pylon cabinet Aluminum painted PMS 7499 C 6 Window vinyl Digital printed vinyl 3’-6”3’-6”3’-6”3’-1 3/4”3’-1 3/4”3’-1 3/4” 7’-3”7’-3”7’-3”4’-6 1/2”4’-6 1/2”4’-6 1/2”Manufacture and install two (2) exposed neon signs for one (1) existing double face pylon sign.C Scale: 3/4” = 1’-0”PYLON SIGN SPECIFICATIONS Description Specification/Material Backer Cloud Finish Paint (satin) Color 3” Deep aluminum pan Dark Brown PMS Black 4 C w/ Blue to match wall in open areas “Philz Coffee” Letters Paint (satin)2” Deep .063” aluminum White “Philz Coffee” Illumination 10mm Neon Tecnolux White 6500 Daylight Cup & Steam Paint (satin)2” Deep .063” aluminum Orange PMS 722 C Dark Brown PMS Black 4 C White Cup Illumination 8mm Neon Tecnolux Novial Coated Saffron Steam Illumination 8mm Neon Tecnolux White 4500 32.93 sq. ft. NOTE: All neon will require 1/4” spacing from neon tube to edge of return. Pylon Panel Paint (satin)Fabricated aluminum Cream PMS 7499 C 5 Neon for letters Tecnolux White 6500 Daylight 6 Neon for mug Tecnolux Novial Coated Saffron 4 Mug face Digital printed vinyl C A S TAT E C O N T R A C T O R S L I C E N S E #8 2 6 0 5 1 5090 N. FRUIT AVE./SUITE 101 FRESNO, CA 93711 T 559.225.2183 ORANGE - EXTERIOR ARCHITECTURAL FINISHES S A C R A M E N T O PT-1 PRODUCT: SHERWIN WILLIAMS PAINT COLOR: SW6508 SECURE BLUE APPLICATION: ACCENTS/TRIMS SS-1 PRODUCT: TENSHON FABRICS COLOR: YELLOW APPLICATION: FABRIC FOR TENSILE SUN SAILS PT-2 PRODUCT: SHERWIN WILLIAMS PAINT COLOR: SW7042 SHOJI WHITE APPLICATION: EXTERIOR ENVELOPE CMU-1 COLOR: MATCH COLOR, DIMENSION AND PATTERN OF (E) CMU ON REAR WALL APPLICATION: USE FOR (N) TRASH ENCLOSURE PT-3 PRODUCT: SHERWIN WILLIAMS PAINT COLOR: SW6642 RHUMBA ORANGE APPLICATION: ACCENTS, CANOPY WD-1 COLOR: SOLID WOOD BOARDS, WITH SQUARE PROFILE, STAINED SHOJI WHITE TO MATCH EXTERIOR APPLICATION: NEW PERIMETER FENCE MTL-1 COLOR: ANNODIZED BLACK METAL APPLICATION: (N) STOREFRONT, ROLLUPS, BOX PLANT- ERS, STRUCTURE FOR SUN-SAILS Page 1 of 1 JANUARY 28, 2019 PROJECT: PHILZ COFFEE 202 N. GLASSELL ST. ORANGE, CA 92866 PROJECT: 50101169 The existing steel panels are coated with an original enamel finish. The paint specification provided shall be applied over the existing finish. Any surface prep work performed by the General Contractor prior to the application of paint shall not damage the original underlying finish. Scraping, sanding or scouring the panels will not be permitted. Erica Nelles, AIA, LEED AP Associate Principal Dewberry Architects Inc. 1760 Creekside Oaks Drive Suite 280 Sacramento, CA 95833 Phone: 916-239-7249 Specification PHILZ COFFEE ORANGE G & G PAINTING INC Presented By: Michael Barden Sales Representative michael.p.barden@sherwin.com SHERWIN-WILLIAMS 3019 MONTEREY RD SAN JOSE, CA 95111 3204 (408) 363-2128 December 13, 2018 Specification Project:PHILZ COFFEE ORANGE CA Customer:G & G PAINTING INC 684 CONTINENTAL DR, SAN JOSE, CA, 951112512 Dear JULIO GOMEZ: Thank you for considering Sherwin-Williams products for the PHILZ COFFEE ORANGE project. Included in this package is the Sherwin- Williams submittal for the above referenced project. Should you require assistance or have any questions or concerns, please contact me at or e-mail me at michael.p.barden@sherwin.com. Michael Barden Sales Representative michael.p.barden@sherwin.com SHERWIN-WILLIAMS 3019 MONTEREY RD, SAN JOSE, CA 95111 3204 1 Exterior Finishes Previously Coated Surfaces Primer: B51T00600 - Prime Rx Peel Bonding Primer Clear Primer: A82W00151 - A-100® Exterior Latex Satin Extra White PHILZ COFFEE ORANGE December 13, 2018 Basic Surface Preparation Coating performance is directly affected by surface preparation. Coating integrity and service life will be reduced because o f improperly prepared surfaces. As high as 80% of all coating failures can be directly attributed to inadequate surface prepara tion that affects coating adhesion. Proper product selection, surface preparation, and application affect coating performance. Coating integrity and service life will be reduced because of improperly prepared surfaces. Selection and implementation of proper surface preparation ensures coating adhesion to the substrate and prolongs the service life of the coating system. The majority of paintable surfaces are concrete, ferrous metal, galvanizing, wood and aluminum. They all require protection t o keep them from deteriorating in aggressive environments. Selection of the proper method for surface preparation depends on the substrate, the environment, the coating selected, and the expected service life of the coating system. Economics, surface contamination, and the effect on the substrate will also influence the selection of surface preparation methods. Recognize th at any surface preparation short of total removal of the old coating may compromise the service length of the system. Verify the existence of lead based paints on the project. Buildings constructed after 1978 are less likely to contain lead b ased paints. If lead based paints are suspected on the project, all removal must be done in accordance with the EPA Renovation, Repair and Painting and all applicable state and local regulations. State and local regulations may be more strict than those set under the federal regulations. Verify that Owner has completed a Hazardous Material Assessment Report for the project prior to issuing of Drawings. Concluding that no lead based paints were found on project site, delete paragraph regarding lead based paints. WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properl y fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Removal must be done in accordance with EPA Renovation, Repair and Painting Rule and all related state and local regulations. Care should be taken to follow all state and local regulations which may be more strict than those set under the federal RRP Rule. No exterior painting should be done immediately after a rain, during foggy weather, when rain is predicted, or when the temperature is below 50°F, unless the products to be used are designed to be used in those environments. _______________ Aluminum – S-W 1: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP1, Solvent Cleaning. Block (Cinder and Concrete) – S-W 3: Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement, and hardeners. Concrete and mortar must be cured at least 28 days at 75°F. The pH of the surface should be between 6 and 9. On tilt-up and poured-in-place concrete, commercial detergents and abrasive blasting may be necessary to prepare the surface. Fill bug holes, air pockets, and other voids with a cement patching compound (per ASTMD4261). Brick – S-W 4: Must be free of dirt, loose and excess mortar, and foreign material. All brick should be allowed to weather for at least one year followed by wire brushing to remove efflorescence. Treat the bare brick with one coat of Loxon Conditioner. Concrete and Masonry – Concrete, Poured – Exterior or Interior– S-W 5: The preparation of new concrete surfaces is as important as the surface preparation of steel. The following precautions will help assure maximum performance of the coating system and satisfactory coating adhesion: 1. Cure – Concrete must be cured prior to coating. Cured is generally defined as concrete poured and aged at a material temperature of at least 75°F for at least 28 days unless specified products are designed for earlier application. 2. Moisture – Reference ASTM F1869-98 Moisture Test by use of Calcium Chloride or ASTM D4263 Plastic Sheet Method Concrete must be free from moisture as much as possible (it seldom falls below 15%). Vapor pressures, temperature, humidity, differentials, and hydrostatic pressures can cause coatings to prematurely fail. The source of moisture, if present, must be located, and the cause corrected prior to coating. 3. Temperature – Air, surface and material temperatures must be in keeping with requirements for the selected product during and after coating application, until coating is cured. 4. Contamination – Remove all grease, dirt, paint, oil, laitance, efflorescence, loose mortar, and cement by the recommendations listed in the surface preparation section. 5. Surface Condition – Hollow areas, bug holes, voids, honeycombs, fin form marks, and all protrusions or rough edges are to be ground or stoned to provide a continuous surface of suitable texture for proper adhesion of the coating. Imperfections may require filling, as specified, with a recommended Sherwin -Williams product. 6. Concrete Treatment – Hardeners, sealers, form release agents, curing compounds, and other concrete treatments should be removed to ensure adequate coating adhesion and performance. Methods of Surface Preparation on Concrete per SSPC-SP13/NACE 6 or ICRI 03732 Surface Cleaning Methods: Vacuum cleaning, air blast cleaning, and water cleaning per ASTM D4258 . Used to remove dirt, loose material, and/or dust from concrete. Detergent water cleaning and steam cleaning per ASTM D4258. Used to remove oils and grease from concrete. Prior to abrasive cleaning, and after abrasive cleaning, surfaces should be cleaned by one of the methods described above. Mechanical Surface Preparation Methods: Dry abrasive blasting, wet abrasive blasting, vacuum assisted abrasive blasting, and centrifugal shot abrasive blasting per ASTM D4259. Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity. High-pressure water cleaning or water jetting per SSPC -SP12-NACE5. Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity. Impact tool methods per ASTM D4259. Used to remove existing coatings, laitance, and weak concrete. Methods include scarifying, planing, scabbling, and rotary peening. Impact tools may fracture concrete surfaces or cause microcracking requiring surface repair. Power tool methods per ASTM D4259. Used to remove existing coatings, laitance, weak concrete, and protrusions in concrete. Methods include circular grinding, sanding, and wire brushing. These methods may not produce the required surface profile to ensure adequate adhesion of subsequent coatings. Chemical Surface Preparation Methods: Acid etching per ASTM D4260. Use to remove some surface contaminants, laitance, and weak concrete, and to provide a surface profile on horizontal concrete surfaces. This method requires complete removal of all reaction products and pH testin g to ensure neutralization of the acid. Not recommended for vertical surfaces. Etching with hydrochloric acid shall not be used where corrosion of metal in the concrete is likely to occur. Adequate ventilation and safety equipment required. 1. Clean surface per ASTM D4268 2. Wet surface with clean water 3. Etch with 10-15% muriatic acid solution at the rate of 1 gallon per 75 square feet 4. Scrub with stiff brush 5. Allow sufficient time for scrubbing and until bubbling stops 6. If no bubbling occurs, surface is contaminated. Refer to ASTM D4258 or ASTM D4259 7. Rinse surface two or three times. Remove acid/water each time. 8. Surface should a texture similar to medium grit sandpaper. 9. Neutralize surface with a 3% solution of tri-sodium phosphate and flush with clean water. 10. Allow to dry and check for excess moisture. Cement Composition Siding/Panels – S-W 6: Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing peeled or checked paint should be scraped and sanded to a sound surface. Glossy surfaces should be sanded dull. Pressure clean, if needed, with a minimum of 2100 psi pressure to remove all dirt, dust, grea se, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. If the surface is new, test it for pH, many times the pH may be 10 or higher. Composition Board (Hardboard) – S-W 9: Some composition boards may exude a waxy material that must be removed with a solvent prior to coating. Whether factory primed or unprimed, exterior composition board siding (hardboard) must be cleaned thoroughly and primed with an alkyd primer. Copper – S-W 7: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP2, Hand Tool Cleaning. Drywall—Interior and Exterior – S-W 8: Must be clean and dry. All nail heads must be set and spackled. Joints must be taped and covered with a joint compound. Spackled nail heads and tape joints must be sanded smooth and all dust removed prior to painting. Exterior surfaces must be spackled with exterior grade compounds. Galvanized Metal – S-W 10: Allow to weather a minimum of 6 months prior to coating. Clean per SSPC-SP1 using detergent and water or a degreasing cleaner, then prime as required. When weathering is not possible or the surface has been treated wi th chromates or silicates, first Solvent Clean per SSPC-SP1 and apply a test area, priming as required. Allow the coating to dry at least one week before testing. If adhesion is poor, Brush Blast per SSPC-SP16 is necessary to remove these treatments. Plaster – S-W 11: Must be allowed to dry thoroughly for at least 30 days before painting. Room must be ventilated while drying; in cold, damp weather, rooms must be heated. Damaged areas must be repaired with an appropriate patching material. Bare plaster must be cured and hard. Textured, soft, porous, or powdery plaster should be treated with a solution of 1 pint household vinegar to 1 gallon of water. Repeat until the surface is hard, rinse with clear water and allow to dry. Steel/Ferrous Metal Substrates SSPC-SP1- Solvent Cleaning: Solvent cleaning is a method for removing all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants. Solvent cleaning does not remove rust or mill scale. Change rags and cleaning solution frequently so that deposits of oil and grease are not spread over additional areas in the cleaning process. Be sure to allow adequate ventilation. Follow manufacturer's safety recommendations when using solvents. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.1. (Refer to each products cleaning instructions. Many acrylic coatings will state; When cleaning the surface per SSPC-SP1, use only an emulsifying industrial detergent, followed by a water rinse. Do not use hydrocarbon solvents for cleaning.) SSPC-SP2 - Hand Tool Cleaning: Hand Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint a re considered adherent if they cannot be removed by lifting with a dull putty knife. Before hand tool cleaning, remove visible o il, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.2. SSPC-SP3 - Power Tool Cleaning: Power Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint a re considered adherent if they cannot be removed by lifting with a dull putty knife. Before power tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.3. SSPC-SP5 / NACE 1 - White Metal Blast Cleaning: A White Metal Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP5/ NACE No.1. SSPC-SP6 / NACE 3 - Commercial Blast Cleaning: A Commercial Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stain s of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP6/NACE No.3. SSPC-SP7 / NACE 4 - Brush-Off Blast Cleaning: A Brush-Off Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose paint. Tightly adherent mill sc ale, rust, and paint may remain on the surface. Mil scale, rust, and coating are considered adherent if they cannot be removed by liftin g with a dull putty knife. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods spec ified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP7/NACE No.4. SSPC-SP10 / NACE 2 - Near-White Blast Cleaning: A Near White Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 5 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stain s of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPCSP10/ NACE No.2. SSPC-SP11 - Power Tool Cleaning to Bare Metal: Metallic surfaces that are prepared according to this specification, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxide corrosion products, and other foreign matter. Slight residues of rust and paint may be left in the lower portions of pits if the original surface is pitted. Prior to power tool surface preparation, remove visible deposits of oil or grease by any of the methods specified in SSPC -SP 1, Solvent Cleaning, or other agreed upon methods. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.11. SSPC-SP12 / NACE 5 - Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating: High- and Ultra -High Pressure Water Jetting for Steel and Other Hard Materials This standard provides requirements for the use of high - and ultra-high pressure water jetting to achieve various degrees of surface cleanliness. This standard is limited in scope to the us e of water only, without the addition of solid particles in the stream. For complete instructions, refer to Joint Surface Preparat ion Standard SSPC-SP12/NACE No.5. SSPC-SP13 / NACE 6 or ICRI 03732 - Surface Preparation of Concrete: This standard gives requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. The requirements of this standard are applicable to all types of cementitious surfaces including cast-in-place concrete floors and walls, precast slabs, masonry walls and shotcrete surfaces. An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a dry, sound, uniform substrate suitable for the application of protective coating or lining systems. Depending upon the desired finish and system, a block f iller may be required. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP13/NACE No.6 or ICRI 03732 SSPC-SP14 / NACE 8 – Industrial Blast Cleaning: This standard gives requirements for industrial blast cleaning of unpainted or painted steel surfaces by the use of abrasives. This joint standard allows defined quantities of mill scale and/or old coating to remain on the surface. An industrial blast cleaned surface, when viewed without magnification, shall be free of al l visible oil, grease, dust, and dirt. Traces of tightly adherent mill scale, rust, and coating residue are permitted to remain on 10% of each unit area of the surface. The traces of mill scale, rust, and coating shall be considered tightly adherent if they ca nnot be lifted with a dull putty knife. Shadows, streaks, and discolorations caused by stains of rust, stains of mill scale, and stai ns of previously applied coating may be present on the remainder of the surface. SSPC-SP16 Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals: This standard covers the requirements for brush-off blast cleaning of uncoated or coated metal surfaces other than carbon steel by the use of abrasives. These requirements include visual verification of the end condition of the surface and materials and procedures necessary to achieve and verify the end condition. A brush-off blast cleaned non-ferrous metal surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, metal oxides (corrosion pro ducts), and other foreign matter. Intact, tightly adherent coating is permitted to remain. A coating is considered tightly adherent i f it cannot be removed by lifting with a dull putty knife. High- and Ultra-High Pressure Water Jetting for Steel and Other Hard Materials: SSPC-SP WJ-1/NACE WJ-1: Clean to Bare Substrate (WJ-1) is intended to be similar to the degree of surface cleanliness of SSPC-SP 5/NACE 1, except that stains are permitted to remain on the surface. This standard is used when the objec­tive is to remove every trace of rust and other corrosion products, coating and mill scale. SSPC-SP WJ-2/NACE WJ-2: Very Thorough Cleaning (WJ-2) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objec­tive is to remove almost all rust and other corrosion products, coating, and mill scale. SSPC-SP WJ-3/NACE WJ-3: Thorough Cleaning (WJ-3) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to remove much of the rust and other corrosion products, coating, and mil scale, leavi ng tightly adherent thin films. SSPC-SP WJ-4/NACE WJ-4: Light Cleaning (WJ-4) is intended to be similar to the degree of surface cleanli­ness of SSPC- SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to allow as much of the tightly adherent rust and other corro­sion products, coating, and mill scale to remain as possible, Discoloration of the surface may be present. Water Blasting NACE Standard RP-01-72: Removal of oil grease dirt, loose rust, loose mill scale, and loose paint by water at pressures of 2,000 to 2,500 psi at a flow of 4 to 14 gallons per minute. Stucco S-W 22 :Must be clean and free of any loose stucco. If recommended procedures for applying stucco are followed, and normal drying conditions prevail, the surface may be painted in 30 days. The pH of the surface should be between 6 and 9. Wood—Exterior – S-W 23: Must be clean and dry. Prime and paint as soon as possible. Knots and pitch streaks must be scraped, sanded, and spot primed before a full priming coat is applied. Patch all nail holes and imperfections with a wood fi ller or putty and sand smooth. Caulk should be applied after priming. Wood—Interior – S-W 24: All finishing lumber and flooring must be stored in dry, warm rooms to prevent absorption of moisture, shrinkage, and roughening of the wood. All surfaces must be sanded smooth, with the grain, never across it. Surface blemishes must be corrected and the area cleaned of dust before coating. Vinyl Siding, Architectural Plastics, PVC & Fiberglass: – S-W 24: Clean the surface thoroughly by scrubbing with warm, soapy water. Rinse thoroughly, prime with appropriate white primer. Do not paint vinyl with any color darker than the origina l color. Do not paint vinyl with a color having a Light Reflective Value (LRV) of less than 56 unless VinylSafe® Colors are used. If VinylSafe® Colors are not used and darker colors lower than an LRV of 56 are, the vinyl may warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided. Previously Coated Surfaces – S-W 12: Maintenance painting will frequently not permit or require complete removal of all old coatings prior to repainting. However, all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign m atter, rust, mold, mildew, mortar, efflorescence, and sealers must be removed to assure sound bonding to the tightly adhering old paint. Glossy surfaces of old paint films must be clean and dull before repainting. Thorough washing with an abrasive cleanse r will clean and dull in one operation, or, wash thoroughly and dull by sanding. Spot prime any bare areas with an appropriate primer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 squa re feet. Allow to dry one week before testing adhesion per ASTM D3359. If the coating system is incompatible, complete removal is required per ASTM D4259. Touch-Up, Maintenance and Repair For a protective coating system to provide maximum long-term protection, regularly scheduled maintenance is required. Maintenance includes inspection of painted areas, cleaning of surfaces to remove oils, chemicals, and other contaminants, and touch-up of areas where the coatings have been damaged. Highly corrosive areas, such as those subjected to frequent chemical spillage, corrosive fumes, and/or high abrasion or temperature areas should be inspected frequently – every six months, for example. Areas exposed to less severe conditions, such as interiors and exteriors of potable water tanks, may be inspected annually to assess the condition of the coating system. The SSPC-VIS 2, Standard Method for Evaluating Degree of Rusting on Painted Steel Surfaces, can be used as a guide to determine appropriate touch-up and repairs maintenance schedules. Touch-up would be suggested when the surface resembles Rust Grade 5-S (Spot Rusting), 6-G (General Rusting), or 6-P (Pinpoint Rusting). Surface preparation would generally consist of SSPC-SP2, SP3, SP11, or SP12. Overcoating a well protected, but aged steel surface showing no evidence of rusting, may be achieved by Low Pressure Water Cleaning per SSPC-SP12/WJ4, and applying an appropriate coating system. Full removal of the existing coating system by abrasive blasting would be recommended when the surface resembles Rust Grade 3-S (Spot Rusting), 4-G (General Rusting), or 4-P (Pinpoint Rusting). When the coating system has deteriorated to encompass approximately 33% of the surface area, it is always more economical to consider full removal and reapplication of the appropriate protective coating system. Mildew –Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised. Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution. Specification PHILZ COFFEE ORANGE Reference Pages 108.50 PRIMERX™ Interior/Exterior Acrylic Peel Bonding Primer B51T00600 SPECIFICATIONS Colors: Clear (Applies milky white but dries clear) Coverage: 200-250 sq ft/gal @ 8.0 mils wet; 3.6 mils dry Can be applied up to: 40 sq ft/gal; 40 mils wet; 18 mils dry Drying Time, @ 50% RH @ 8 mils wet: @ 35-45°F @ 45°F+ Touch: 6 hour 4 hours Recoat: with water based topcoats: 24 hours 4 hours with solvent based topcoats: 24-48 hours 24 hours Drying and recoat times are temperature, humidity, and film thickness dependent. Flash Point: N/A Finish: Flat Vehicle Type: Acrylic Clear B51T00600 VOC (less exempt solvents): <50 g/L; <0.42 lb/gal As per 40 CFR 59.406 and SOR/2009-264, s.12 Volume Solids: 45 ± 2% Weight Solids: 58 ± 2% Weight per Gallon: 10.86 lb If desired, up to 4 oz per gallon of ColorCast Ecotoner® can be used. Check color before use. When spot priming on some surfaces, a non-uniform appearance of the final coat may result, due to differences in holdout between primed and unprimed areas. To avoid this, prime the entire surface rather than spot priming. For optimal performance, this primer must be topcoated with a latex, alkyd/oil, water based epoxy, or solvent based epoxy coating on architectural applications. For exterior exposure, this primer must be topcoated within 14 days with architectural latex or oil finishes. For better performance when priming an entire house, use Exterior Latex or Oil- Based Primers. SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. PrimeRx Peel Bonding Primer is not designed to penetrate through old paint and reattach loose or peeling paint. It will not repair any substrate. Any deteriorated or damaged wood, masonry, or other substrate must be repaired first. When applied to wood decks, PrimeRx must be topcoated with either SuperDeck Solid Stain or SuperDeck Deck & Dock. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing loose, peeled or checked paint must be scraped and sanded to a sound surface. Feather the rough edges from peeling paint to improve the final appearance. For use over higher sheen enamel type coatings sand surface before using. Always test a small area first for adhesion and compatibility with the topcoat. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. CHARACTERISTICS PrimeRx Peel Bonding Primer is a high build, interior/exterior, waterborne, coating designed to improve the adhesion of topcoats to various surfaces. Dependable Bonding — Formulated to bond tightly, making it ideal for application to marginally prepared, alligatored or peeling siding and trim. Smoother Finish — Compared to applying a traditional primer over less- than-perfect surfaces, PrimeRx Peel Bonding Primer’s filling characteristics result in a more even finish after topcoating. Saves Time — Less sanding and scraping of old paint. PrimeRx Peel Bonding Primer lets contractors finish the job in much less time without sacrificing good adhesion and appearance.  Fast drying Penetrating  Use on smooth or textured surfaces  Stays flexible  Can be applied down to 35°F Use on: Interior and exterior surfaces Masonry Wood Horizontal Wood Decks Drywall Plywood, T1-11 Siding Previously Painted Surfaces Provides good adhesion over a variety of properly prepared miscellaneous substrates like aluminum, galvanized metal, and PVC. 02/2016 www.sherwin-williams.com continued on back As of 02/24/2016, Complies with: OTC Yes LEED® 09CI Yes SCAQMD Yes LEED® 09NC Yes CARB Yes LEED® 09CS Yes CARB SCM 2007 Yes LEED® H Yes MPI NGBS Yes The information and recommendations set forth in this Product Data Sheet are based upon tests con- ducted by or on behalf of The Sherwin-Williams Com- pany. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current ver- sion of the PDS and/or an SDS. APPLICATION Apply at temperatures above 35°F. No reduction needed. Brush Use a nylon/polyester brush. Roller Use a 1/4” - 1/2" nap synthetic cover. Spray—Airless Pressure ................................ 2000 psi Tip .................................... .015"-.021" Back-brushing or back-rolling can improve the overall performance of the primer when spraying CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with a compliant cleanup solvent to prevent rusting of the equipment. Follow manufacturer’s safety recommendations when using solvents. CAUTIONS Non-photochemically reactive. Protect from freezing. Not for use on garage floors, driveways, or automobile traffic areas. CAUTION contains CRYSTALLINE SILICA. Use only with adequate ventilation. To avoid overexposure, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizzi- ness, increase fresh air, or wear respiratory protec- tion (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturer's direc- tions for respirator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed when not in use. Do not transfer contents to other containers for storage. FIRST AID: In case of eye contact, flush thoroughly with large amounts of water. Get medical attention if irritation persists. If swal- lowed, call Poison Control Center, hospital emergen- cy room, or physician immediately. DELAYED EF- FECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crys- talline silica which has been shown to cause lung damage and cancer under long term exposure. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OF CHILDREN. HOTW 02/24/2016 B51T00600 20 46 FRC, SP, KOR SURFACE PREPARATION Mildew Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised. Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution. Caulking Gaps between walls, ceilings, crown moldings, and other interior trim can be filled with the appropriate caulk after priming the surface. 108.50 PRIMERX™ Interior/Exterior Acrylic Peel Bonding Primer B51T00600 page 1 of 3 FLASH POINT N.A. Specific Gravity 1.31 Product Weight 10.86 lb/gal 20 00 [2895] ENVIRONMENTAL DATA SHEET (Certified Product Data Sheet) Date of Preparation Sep 24, 2018 PRODUCT NUMBER B51T600 PRODUCT NAME PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex), Clear MANUFACTURER'S NAME THE SHERWIN-WILLIAMS COMPANY 101 W. Prospect Avenue Cleveland, OH 44115 This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a). All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur on individual batches due to adjustments made during production. Hazard Category (for SARA 311.312) | Acute | Chronic | Volatile Ingredients Chemical / Compound SARA 302 EHS CERCLA SARA 313 TC HAPS 112 % by Weight % by Volume Trimethylpentanediol Isobutyrate 25265-77-4 N N N N 1 2 Water 7732-18-5 N N N N 40 53 Volatile Organic Compounds - U.S. EPA A.Coating Density 10.86 lb/gal 1301 g/l B.Total Volatiles 42.3% by wt.55.3% by vol. Non-Organic Volatiles: Ammonium Hydroxide 0.2% by wt.0.2% by vol. C.Federally exempt solvents: Water 40.4% by wt.52.7% by vol. D.Organic Volatiles 1.8% by wt.2.4% by vol. E.Percent Non-Volatile 57.7% by wt.44.7% by vol. F.VOC Content 0.19 lb/gal 22 g/l total 0.40 lb/gal 48 g/l less exempt solvents 0.42 lb/gal 51 g/l of solids 0.03 lb/lb 0.03 kg/kg of solids 0.0%by wt LVP-VOC Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.01 B51T600 page 2 of 3 Volatile Organic Compounds - California A.Coating Density 10.86 lb/gal 1301 g/l B.Total Volatiles 42.3% by wt.55.3% by vol. Non-Organic Volatiles: Ammonium Hydroxide 0.2% by wt.0.2% by vol. C.Exempt solvents: Water 40.4% by wt.52.7% by vol. D.Organic Volatiles 1.7% by wt.2.3% by vol. E.Percent Non-Volatile 57.7% by wt.44.7% by vol. F.VOC Content 0.18 lb/gal 22 g/l total 0.39 lb/gal 47 g/l less exempt solvents 0.42 lb/gal 50 g/l of solids 0.03 lb/lb 0.03 kg/kg of solids 0.0%by wt LVP-VOC Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.01 Volatile Organic Compounds - South Coast Air Quality Management District, California, US A.Coating Density 10.86 lb/gal 1301 g/l B.Total Volatiles 42.3% by wt.55.3% by vol. Non-Organic Volatiles Ammonium Hydroxide 0.2% by wt.0.2% by vol. C.Exempt solvents: Water 40.4% by wt.52.7% by vol. D.Organic Volatiles 1.7% by wt.2.3% by vol. E.Percent Non-Volatile 57.7% by wt.44.7% by vol. F.VOC Content 0.18 lb/gal 22 g/l total 0.39 lb/gal 47 g/l less exempt solvents 0.42 lb/gal 50 g/l of solids 0.03 lb/lb 0.03 kg/kg of solids 0.0%by wt LVP-VOC Volatile Organic Compounds - EU Directive 2010/75/EU Total Volatiles 40.8% by wt.53.3% by vol. VOC Content 0.02 lb/gal 3 g/l Hazardous Air Pollutants (Clean Air Act, Section 112(b)) Volatile HAPS 0.00 lb/gal 0.000 kg/l 0.00 lb/gal 0.000 kg/l of solids 0.00 lb/lb 0.00 kg/kg of solids Air Quality Data Density of Organic Solvent Blend 7.91 lb/gal Photochemically Reactive No Additional Regulatory Information US EPA TSCA: Not Applicable Relevant identified uses of the substance or mixture and uses advised against: Not Applicable B51T600 page 3 of 3 Waste Disposal Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no warranties, express or implied, and assume no liability in connection with any use of this information. PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear Not available. Liquid. US / Canada: (216) 566-2917 Mexico: SETIQ 01-800-00-214-00 / (52) 55-5559-1588 24 hours / 365 days a year SAFETY DATA SHEET Product name Other means of identification Product type Emergency telephone number of the company Section 1. Identification : : : : Manufacturer :THE SHERWIN-WILLIAMS COMPANY 101 W. Prospect Avenue Cleveland, OH 44115 Relevant identified uses of the substance or mixture and uses advised against Paint or paint related material. B51T600 B51T600Product code : Product Information Telephone Number :US / Canada: Not Available Mexico: Not Available Regulatory Information Telephone Number :US / Canada: (216) 566-2902 Mexico: Not Available Transportation Emergency Telephone Number :US / Canada: (800) 424-9300 Mexico: SETIQ 01-800-00-214-00 / (52) 55-5559-1588 24 hours / 365 days a year Section 2. Hazards identification Not classified.Classification of the substance or mixture : Signal word :No signal word. Precautionary statements Prevention :Not applicable. Response :Not applicable. Storage :Not applicable. Disposal Not applicable. GHS label elements General :Read label before use. Keep out of reach of children. If medical advice is needed, have product container or label at hand. OSHA/HCS status :While this material is not considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200), this SDS contains valuable information critical to the safe handling and proper use of the product. This SDS should be retained and available for employees and other users of this product. Hazards not otherwise classified :None known. No known significant effects or critical hazards.:Hazard statements Please refer to the SDS for additional information. Keep out of reach of children. Do not transfer contents to other containers for storage. Supplemental label elements WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. : Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 1/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 3. Composition/information on ingredients Ingredient name CAS number% by weight There are no ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health and hence require reporting in this section. Other means of identification :Not available. Substance/mixture CAS number/other identifiers : Occupational exposure limits, if available, are listed in Section 8. Mixture Any concentration shown as a range is to protect confidentiality or is due to batch variation. Wash out mouth with water. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Do not induce vomiting unless directed to do so by medical personnel. Get medical attention if symptoms occur. Immediately flush eyes with plenty of water, occasionally lifting the upper and lower eyelids. Check for and remove any contact lenses. Get medical attention if irritation occurs. Flush contaminated skin with plenty of water. Remove contaminated clothing and shoes. Get medical attention if symptoms occur. Remove victim to fresh air and keep at rest in a position comfortable for breathing. Get medical attention if symptoms occur. Section 4. First aid measures Eye contact Skin contact Inhalation Ingestion : : : : Protection of first-aiders :No action shall be taken involving any personal risk or without suitable training. Notes to physician :Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Description of necessary first aid measures Specific treatments :No specific treatment. Most important symptoms/effects, acute and delayed Inhalation :No known significant effects or critical hazards. No known significant effects or critical hazards.:Ingestion Skin contact :No known significant effects or critical hazards. No known significant effects or critical hazards.:Eye contact Over-exposure signs/symptoms Skin contact Ingestion Inhalation No specific data. No specific data. No specific data. : : : Eye contact :No specific data. Potential acute health effects See toxicological information (Section 11) Indication of immediate medical attention and special treatment needed, if necessary Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 2/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 5. Fire-fighting measures Promptly isolate the scene by removing all persons from the vicinity of the incident if there is a fire. No action shall be taken involving any personal risk or without suitable training. Hazardous thermal decomposition products Specific hazards arising from the chemical Decomposition products may include the following materials: carbon dioxide carbon monoxide In a fire or if heated, a pressure increase will occur and the container may burst. Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA) with a full face-piece operated in positive pressure mode. Special protective equipment for fire-fighters Use an extinguishing agent suitable for the surrounding fire. Extinguishing media : : : None known. Suitable extinguishing media : Unsuitable extinguishing media : Special protective actions for fire-fighters : Section 6. Accidental release measures Environmental precautions Personal precautions, protective equipment and emergency procedures Stop leak if without risk. Move containers from spill area. Prevent entry into sewers, water courses, basements or confined areas. Wash spillages into an effluent treatment plant or proceed as follows. Contain and collect spillage with non-combustible, absorbent material e.g. sand, earth, vermiculite or diatomaceous earth and place in container for disposal according to local regulations (see Section 13). Dispose of via a licensed waste disposal contractor. Note: see Section 1 for emergency contact information and Section 13 for waste disposal. : :No action shall be taken involving any personal risk or without suitable training. Evacuate surrounding areas. Keep unnecessary and unprotected personnel from entering. Do not touch or walk through spilled material. Put on appropriate personal protective equipment. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Inform the relevant authorities if the product has caused environmental pollution (sewers, waterways, soil or air). Large spill : Stop leak if without risk. Move containers from spill area. Dilute with water and mop up if water-soluble. Alternatively, or if water-insoluble, absorb with an inert dry material and place in an appropriate waste disposal container. Dispose of via a licensed waste disposal contractor. Small spill : Methods and materials for containment and cleaning up For non-emergency personnel For emergency responders :If specialized clothing is required to deal with the spillage, take note of any information in Section 8 on suitable and unsuitable materials. See also the information in "For non- emergency personnel". Section 7. Handling and storage Advice on general occupational hygiene Eating, drinking and smoking should be prohibited in areas where this material is handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. : Protective measures Put on appropriate personal protective equipment (see Section 8).: Precautions for safe handling Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 3/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 7. Handling and storage Conditions for safe storage, including any incompatibilities Store in accordance with local regulations. Store in original container protected from direct sunlight in a dry, cool and well-ventilated area, away from incompatible materials (see Section 10) and food and drink. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. See Section 10 for incompatible materials before handling or use. : None. Section 8. Exposure controls/personal protection Ingredient name Exposure limits Hand protection Based on the hazard and potential for exposure, select a respirator that meets the appropriate standard or certification. Respirators must be used according to a respiratory protection program to ensure proper fitting, training, and other important aspects of use. Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists, gases or dusts. If contact is possible, the following protection should be worn, unless the assessment indicates a higher degree of protection: safety glasses with side- shields. Eye/face protection Respiratory protection : : : Body protection Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. : Emissions from ventilation or work process equipment should be checked to ensure they comply with the requirements of environmental protection legislation. In some cases, fume scrubbers, filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable levels. Appropriate engineering controls :Good general ventilation should be sufficient to control worker exposure to airborne contaminants. Wash hands, forearms and face thoroughly after handling chemical products, before eating, smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Wash contaminated clothing before reusing. Ensure that eyewash stations and safety showers are close to the workstation location. Hygiene measures : Control parameters Individual protection measures Occupational exposure limits (OSHA United States) Skin protection Other skin protection :Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. None. Ingredient name Exposure limits Occupational exposure limits (Canada) Environmental exposure controls : None. Ingredient name Exposure limits Occupational exposure limits (Mexico) Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 4/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 9. Physical and chemical properties Physical state Melting point/freezing point Vapor pressure Relative density Vapor density Solubility Liquid. Not available. 1.3 1 [Air = 1] 2.3 kPa (17.5 mm Hg) [at 20°C] Not available. Not available.Odor pH Not available.Color Evaporation rate 0.09 (butyl acetate = 1) Auto-ignition temperature Flash point Not available. Closed cup: >93.3°C (>199.9°F) Not available. 9.2 Viscosity Kinematic (40°C (104°F)): >0.205 cm2/s (>20.5 cSt) Not available.Odor threshold Partition coefficient: n- octanol/water : : : : : : : : : : : : : : : Appearance Boiling point/boiling range :100°C (212°F) Flammability (solid, gas):Not available. Lower and upper explosive (flammable) limits :Lower: 0.6% Upper: 4.2% Decomposition temperature :Not available. Heat of combustion :1.493 kJ/g Aerosol product Molecular weight :Not applicable. Section 10. Stability and reactivity Hazardous decomposition products Conditions to avoid No specific data. Under normal conditions of storage and use, hazardous decomposition products should not be produced. The product is stable.Chemical stability No specific data. : : : Incompatible materials : Possibility of hazardous reactions :Under normal conditions of storage and use, hazardous reactions will not occur. Reactivity :No specific test data related to reactivity available for this product or its ingredients. Section 11. Toxicological information Acute toxicity Not available. Irritation/Corrosion Not available. Sensitization Information on toxicological effects Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 5/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 11. Toxicological information Carcinogenicity Not available. Mutagenicity Not available. Teratogenicity Not available. Reproductive toxicity Not available. Not available. Specific target organ toxicity (single exposure) Specific target organ toxicity (repeated exposure) Not available. Not available. Aspiration hazard Not available. Not available. Information on the likely routes of exposure Inhalation :No known significant effects or critical hazards. No known significant effects or critical hazards.:Ingestion Skin contact :No known significant effects or critical hazards. No known significant effects or critical hazards.:Eye contact No known significant effects or critical hazards.General : No known significant effects or critical hazards.Carcinogenicity : No known significant effects or critical hazards.Mutagenicity : No known significant effects or critical hazards.Teratogenicity : Developmental effects :No known significant effects or critical hazards. Symptoms related to the physical, chemical and toxicological characteristics Skin contact Ingestion Inhalation No specific data. No specific data. No specific data. : : : Eye contact :No specific data. Potential chronic health effects Delayed and immediate effects and also chronic effects from short and long term exposure :Not available. Potential acute health effects Potential immediate effects :Not available. Short term exposure Potential delayed effects :Not available. Potential immediate effects :Not available. Long term exposure Potential delayed effects :Not available. Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 6/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Fertility effects :No known significant effects or critical hazards. Numerical measures of toxicity Oral 213836 mg/kg Route ATE value Acute toxicity estimates Section 12. Ecological information Bioaccumulative potential Other adverse effects :No known significant effects or critical hazards. Not available. Toxicity Not available. Persistence and degradability Soil/water partition coefficient (KOC) :Not available. Mobility in soil Not available. Section 13. Disposal considerations The generation of waste should be avoided or minimized wherever possible. Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe way. Empty containers or liners may retain some product residues. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. :Disposal methods Section 14. Transport information - - - - - - Not regulated.Not regulated. DOT Classification IMDG UN number UN proper shipping name Transport hazard class(es) Packing group Environmental hazards No.No. TDG Classification Not regulated. - - - No. Mexico Classification Not regulated. - - - No. IATA Not regulated. - - - No. Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 7/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 14. Transport information --Additional information Special precautions for user Transport in bulk according to Annex II of MARPOL and the IBC Code Not available. : Proper shipping name : Ship type :Not available. Pollution category :Not available. Not available. : -- Multi-modal shipping descriptions are provided for informational purposes and do not consider container sizes. The presence of a shipping description for a particular mode of transport (sea, air, etc.), does not indicate that the product is packaged suitably for that mode of transport. All packaging must be reviewed for suitability prior to shipment, and compliance with the applicable regulations is the sole responsibility of the person offering the product for transport. People loading and unloading dangerous goods must be trained on all of the risks deriving from the substances and on all actions in case of emergency situations. - Section 15. Regulatory information SARA 313 SARA 313 (40 CFR 372.45) supplier notification can be found on the Environmental Data Sheet. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. California Prop. 65 Australia inventory (AICS): Not determined. China inventory (IECSC): Not determined. Japan inventory (ENCS): Not determined. Japan inventory (ISHL): Not determined. Korea inventory (KECI): Not determined. Malaysia Inventory (EHS Register): Not determined. New Zealand Inventory of Chemicals (NZIoC): Not determined. Philippines inventory (PICCS): Not determined. Taiwan Chemical Substances Inventory (TCSI): Not determined. Thailand inventory: Not determined. Turkey inventory: Not determined. Vietnam inventory: Not determined. International regulations International lists : Section 16. Other information Hazardous Material Information System (U.S.A.) 1 0 0 /Health Flammability Physical hazards Caution: HMIS® ratings are based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks. Although HMIS® ratings and the associated label are not required on SDSs or products leaving a facility under 29 CFR 1910.1200, the preparer may choose to provide them. HMIS® ratings are to be used with a fully implemented HMIS® program. HMIS® is a registered trademark and service mark of the American Coatings Association, Inc. The customer is responsible for determining the PPE code for this material. For more information on HMIS® Personal Protective Equipment (PPE) codes, consult the HMIS® Implementation Manual. Procedure used to derive the classification Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 8/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US Section 16. Other information 9/24/2018 History Date of printing Date of issue/Date of revision Version It is recommended that each customer or recipient of this Safety Data Sheet (SDS) study it carefully and consult resources, as necessary or appropriate, to become aware of and understand the data contained in this SDS and any hazards associated with the product. This information is provided in good faith and believed to be accurate as of the effective date herein. However, no warranty, express or implied, is given. The information presented here applies only to the product as shipped. The addition of any material can change the composition, hazards and risks of the product. Products shall not be repackaged, modified, or tinted except as specifically instructed by the manufacturer, including but not limited to the incorporation of products not specified by the manufacturer, or the use or addition of products in proportions not specified by the manufacturer. Regulatory requirements are subject to change and may differ between various locations and jurisdictions. The customer/buyer/user is responsible to ensure that his activities comply with all country, federal, state, provincial or local laws. The conditions for use of the product are not under the control of the manufacturer; the customer/buyer/user is responsible to determine the conditions necessary for the safe use of this product. The customer/buyer/user should not use the product for any purpose other than the purpose shown in the applicable section of this SDS without first referring to the supplier and obtaining written handling instructions. Due to the proliferation of sources for information such as manufacturer-specific SDS, the manufacturer cannot be responsible for SDSs obtained from any other source. Date of previous issue : : : : Key to abbreviations :ATE = Acute Toxicity Estimate BCF = Bioconcentration Factor GHS = Globally Harmonized System of Classification and Labelling of Chemicals IATA = International Air Transport Association IBC = Intermediate Bulk Container IMDG = International Maritime Dangerous Goods LogPow = logarithm of the octanol/water partition coefficient MARPOL = International Convention for the Prevention of Pollution From Ships, 1973 as modified by the Protocol of 1978. ("Marpol" = marine pollution) UN = United Nations 9/24/2018 1/16/2018 5.02 Not classified. Classification Justification Notice to reader Date of issue/Date of revision :9/24/2018 Date of previous issue :1/16/2018 Version :5.02 9/9 B51T600 PrimeRx™ Peel Bonding Primer (Interior/Exterior Latex) Clear SHW-85-NA-GHS-US 102.11 A-100® Exterior Latex Satin A82W00107 White A82W00151 Extra White A82W00153 Deep Base A82T00154 Ultradeep Base SPECIFICATIONS Standard latex primers cannot be used below 50°F. See specific primer label for that product’s application conditions. Aluminum & Aluminum Siding1 2 cts. A-100 Exterior Latex Concrete Block, CMU, Split face Block 1 ct. Loxon Block Surfacer 2 cts. A-100 Exterior Latex Brick 1 ct. Loxon Conditioner2 2 cts. A-100 Exterior Latex Cement Composition Siding/Panels 1 ct. Loxon Concrete & Masonry Primer2 or Loxon Conditioner2 2 cts. A-100 Exterior Latex Galvanized Steel1 2 cts. A-100 Exterior Latex Stucco, Cement, Concrete 1 ct. Loxon Concrete & Masonry Primer2 2 cts. A-100 Exterior Latex Plywood 1 ct. Exterior Latex Wood Primer 2 cts. A-100 Exterior Latex Vinyl Siding* 2 cts. A-100 Exterior Latex Wood 1 ct. Exterior Oil-Based Wood Primer 2 cts. A-100 Exterior Latex 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F or higher. 2 Not for use at temperatures under 50° F. See specific primer label for that product’s application conditions. Other primers may be appropriate. When repainting involves a drastic color change, a coat of primer will improve the hiding performance of the topcoat color. CHARACTERISTICS A-100 Exterior Latex is a quality exterior finish. This product is recommended for use on aluminum, vinyl, and wood siding, clapboard, shakes, shingles, plywood, masonry, and metal down to a surface and air temperature of 35°F. Color: Most colors To optimize hide and color development, always use the recommended P-Shade primer Coverage: 350 - 400 sq ft/gal @ 4 mils wet; 1.4 mils dry Drying Time, @ 50% RH: @ 35-45°F @ 45°F + Touch: 2 hour 2 hours Recoat: 24-48 hours 4 hours Drying and recoat times are temperature, humidity, and film thickness dependent Finish: 10-20 units @ 60° Tinting with CCE: Base oz/gal Strength Extra White 0-6 SherColor Deep Base 4-12 SherColor Ultradeep Base 10-12 SherColor Extra White A82W00151 (may vary by base) VOC (less exempt solvents): <50 g/L; <0.42 lb/gal As per 40 CFR 59.406 and SOR/2009-264, s.12 Volume Solids: 36 ± 2% Weight Solids: 46 ± 2% Weight per Gallon: 9.88 lb Flash Point: N/A Vehicle Type: 100% Acrylic WVP Perms (US) 24.58 grains/(hr ft2 in Hg) Mildew Resistant This coating contains agents which inhibit the growth of mildew on the surface of this coating film. 11/2017 www.sherwin-williams.com continued on back As of 11/07/2017, Complies with: OTC Yes LEED® 09 NC CI N/A OTC Phase II Yes LEED® 09 CS N/A SCAQMD Yes LEED® v4 Emissions N/A CARB Yes LEED® v4 VOC Yes CARB SCM2007 Yes Canada Yes MPI Yes SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Scrape and sand peeled or checked paint to a sound surface. Sand glossy surfaces dull. Seal stains from water, smoke, ink, pencil, grease, etc. with the appropriate primer/sealer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Aluminum and Galvanized Steel Wash to remove any oil, grease, or other surface contamination. All corrosion must be removed with sandpaper, wire brush, or other abrading method. Caulking Gaps between windows, doors, trim, and other through-wall openings can be filled with the appropriate caulk after priming the surface. Cement Composition Siding/Panels Remove all dirt, dust, grease, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. If the surface is new, test it for pH, if the pH is higher than 9, prime with Loxon Concrete & Masonry Primer. The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS. 102.11 A-100® Exterior Latex Satin A82W00107 White A82W00151 Extra White A82W00153 Deep Base A82T00154 Ultradeep Base SURFACE PREPARATION Mildew Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised. Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution. APPLICATION When the air temperature is at 35°F, substrates may be colder; prior to painting, check to be sure the air, surface, and material temperature are above 35°F and at least 5°F above the dew point. Avoid using if rain or snow is expected within 2-3 hours. Do not apply at air or surface temperatures below 35°F or when air or surface temperatures may drop below 35°F within 48 hours. No reduction necessary. Brush Use a nylon/polyester brush. Roller Use a 3/8" - 3/4" nap synthetic cover. Spray—Airless Pressure ........................................ 2000 psi Tip ............................................ .015"-.019" CAUTIONS For exterior use only. Protect from freezing. Non-photochemically reactive. Not for use on floors. Before using, carefully read CAUTIONS on label. HOTW 10/06/2017 A82W00151 37 36 KOR, Viet, SP, FRC CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with a compliant cleanup solvent to prevent rusting of the equipment. Follow manufacturer’s safety recommendations when using solvents. SURFACE PREPARATION Masonry, Concrete, Block All new surfaces must be cured according to the supplier’s recommendations—usually about 30 days. Remove all form release and curing agents. Rough surfaces can be filled to provide a smooth surface. If painting cannot wait 30 days, allow the surface to cure 7 days and prime the surface with Loxon Acrylic Primer. Cracks, voids, and other holes should be repaired with an elastomeric patch or sealant. Steel Rust and mill scale must be removed using sandpaper, wire brush, or other abrading method. Bare steel must be primed the same day as cleaned. Stucco Remove any loose stucco, efflorescence, or laitance. Allow new stucco to cure at least 30 days before painting. If painting cannot wait 30 days, allow the surface to dry 7 days and prime with Loxon Concrete & Masonry Primer. Repair cracks, voids, and other holes with an elastomeric patch or sealant. *Vinyl or other PVC Building Products Clean the surface thoroughly by scrubbing with warm, soapy water. Rinse thoroughly, prime with appropriate white primer. Do not paint vinyl with any color darker than the original color. Do not paint vinyl with a color having a Light Reflective Value (LRV) of less than 56. Painting with darker colors lower than an LRV of 56 may cause vinyl to warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided. Wood, Plywood, Composition Board Clean the surface thoroughly then sand any exposed wood to a fresh surface. Patch all holes and imperfections with a wood filler or putty and sand smooth. All new and patched areas must be primed. Knots and some woods, such as redwood and cedar, contain a high amount of tannin, a colored wood extract. If applied to these bare woods, it may show some staining. If staining persists, spot prime severe areas with 1 coat of Exterior Oil-Based Wood Primer prior to using. page 1 of 2 FLASH POINT N.A. Specific Gravity 1.19 Product Weight 9.88 lb/gal 42 00 [3438] ENVIRONMENTAL DATA SHEET (Certified Product Data Sheet) Date of Preparation Dec 9, 2018 PRODUCT NUMBER A82W151 PRODUCT NAME A-100® Exterior Acrylic Latex Satin, Extra White MANUFACTURER'S NAME THE SHERWIN-WILLIAMS COMPANY 101 W. Prospect Avenue Cleveland, OH 44115 This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a). All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur on individual batches due to adjustments made during production. Hazard Category (for SARA 311.312) | Acute | Chronic | Volatile Ingredients Chemical / Compound SARA 302 EHS CERCLA SARA 313 TC HAPS 112 % by Weight % by Volume Water 7732-18-5 N N N N 53 62 Regulated Compounds SARA 302 EHS CERCLA SARA 313 TC HAPS 112 % by Weight % by Volume Zinc (as Zn)N Y Y N 2 Zinc Compound N N Y N 2 Volatile Organic Compounds - U.S. EPA A.Coating Density 9.88 lb/gal 1183 g/l B.Total Volatiles 53.9% by wt.62.9% by vol. C.Federally exempt solvents: Water 53.2% by wt.62.1% by vol. D.Organic Volatiles 0.6% by wt.0.8% by vol. E.Percent Non-Volatile 46.1% by wt.37.1% by vol. F.VOC Content 0.06 lb/gal 7 g/l total 0.16 lb/gal 19 g/l less exempt solvents 0.16 lb/gal 20 g/l of solids 0.01 lb/lb 0.01 kg/kg of solids 0.0%by wt LVP-VOC Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00 Volatile Organic Compounds - California A.Coating Density 9.88 lb/gal 1183 g/l B.Total Volatiles 53.9% by wt.62.9% by vol. C.Exempt solvents: Water 53.2% by wt.62.1% by vol. D.Organic Volatiles 0.6% by wt.0.8% by vol. E.Percent Non-Volatile 46.1% by wt.37.1% by vol. F.VOC Content 0.06 lb/gal 7 g/l total 0.16 lb/gal 19 g/l less exempt solvents 0.16 lb/gal 20 g/l of solids 0.01 lb/lb 0.01 kg/kg of solids 0.0%by wt LVP-VOC Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00 A82W151 page 2 of 2 Volatile Organic Compounds - South Coast Air Quality Management District, California, US A.Coating Density 9.88 lb/gal 1183 g/l B.Total Volatiles 53.9% by wt.62.9% by vol. C.Exempt solvents: Water 53.2% by wt.62.1% by vol. D.Organic Volatiles 0.6% by wt.0.8% by vol. E.Percent Non-Volatile 46.1% by wt.37.1% by vol. F.VOC Content 0.06 lb/gal 7 g/l total 0.16 lb/gal 19 g/l less exempt solvents 0.16 lb/gal 20 g/l of solids 0.01 lb/lb 0.01 kg/kg of solids 0.0%by wt LVP-VOC Volatile Organic Compounds - EU Directive 2010/75/EU Total Volatiles 53.5% by wt.62.4% by vol. VOC Content 0.02 lb/gal 2 g/l Hazardous Air Pollutants (Clean Air Act, Section 112(b)) Volatile HAPS 0.00 lb/gal 0.000 kg/l 0.00 lb/gal 0.000 kg/l of solids 0.00 lb/lb 0.00 kg/kg of solids Air Quality Data Density of Organic Solvent Blend 7.87 lb/gal Photochemically Reactive No Additional Regulatory Information US EPA TSCA: Not Applicable Relevant identified uses of the substance or mixture and uses advised against: Not Applicable Waste Disposal Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no warranties, express or implied, and assume no liability in connection with any use of this information. A-100® Exterior Acrylic Latex Satin Extra White Not available. Liquid. US / Canada: (216) 566-2917 Mexico: SETIQ 01-800-00-214-00 / (52) 55-5559-1588 24 hours / 365 days a year SAFETY DATA SHEET Product name Other means of identification Product type Emergency telephone number of the company Section 1. Identification : : : : Manufacturer :THE SHERWIN-WILLIAMS COMPANY 101 W. Prospect Avenue Cleveland, OH 44115 Relevant identified uses of the substance or mixture and uses advised against Paint or paint related material. A82W151 A82W151Product code : Product Information Telephone Number :US / Canada: Not Available Mexico: Not Available Regulatory Information Telephone Number :US / Canada: (216) 566-2902 Mexico: Not Available Transportation Emergency Telephone Number :US / Canada: (800) 424-9300 Mexico: SETIQ 01-800-00-214-00 / (52) 55-5559-1588 24 hours / 365 days a year Section 2. Hazards identification CARCINOGENICITY - Category 1AClassification of the substance or mixture : Signal word :Danger Hazard pictograms : Precautionary statements Prevention :Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Wear protective gloves. Wear eye or face protection. Wear protective clothing. Response :IF exposed or concerned: Get medical attention. Storage :Store locked up. GHS label elements Percentage of the mixture consisting of ingredient(s) of unknown oral toxicity: 13% Percentage of the mixture consisting of ingredient(s) of unknown dermal toxicity: 13% Percentage of the mixture consisting of ingredient(s) of unknown inhalation toxicity: 13% General :Read label before use. Keep out of reach of children. If medical advice is needed, have product container or label at hand. OSHA/HCS status :This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200). May cause cancer.:Hazard statements Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 1/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 2. Hazards identification Disposal Dispose of contents and container in accordance with all local, regional, national and international regulations. Hazards not otherwise classified :None known. Please refer to the SDS for additional information. Keep out of reach of children. Do not transfer contents to other containers for storage. Supplemental label elements WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. Adequate ventilation required when sanding or abrading the dried film. If Adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturer's directions for respirator use. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release Crystalline Silica which has been shown to cause lung damage and cancer under long term exposure. : Section 3. Composition/information on ingredients Titanium Dioxide ≥10 - ≤25 13463-67-7 Zinc Oxide ≤3 1314-13-2 Cristobalite, respirable powder <1 14464-46-1 Crystalline Silica, respirable powder ≤0.3 14808-60-7 Ingredient name CAS number% by weight There are no additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health and hence require reporting in this section. Other means of identification :Not available. Substance/mixture CAS number/other identifiers : Occupational exposure limits, if available, are listed in Section 8. Mixture Any concentration shown as a range is to protect confidentiality or is due to batch variation. Wash out mouth with water. Remove dentures if any. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting unless directed to do so by medical personnel. If vomiting occurs, the head should be kept low so that vomit does not enter the lungs. Get medical attention. Never give anything by mouth to an unconscious person. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. Immediately flush eyes with plenty of water, occasionally lifting the upper and lower eyelids. Check for and remove any contact lenses. Continue to rinse for at least 10 minutes. Get medical attention. Flush contaminated skin with plenty of water. Remove contaminated clothing and shoes. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. Continue to rinse for at least 10 minutes. Get medical attention. Wash clothing before reuse. Clean shoes thoroughly before reuse. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Get medical attention. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. Section 4. First aid measures Eye contact Skin contact Inhalation Ingestion : : : : Description of necessary first aid measures Most important symptoms/effects, acute and delayed Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 2/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 4. First aid measures Protection of first-aiders :No action shall be taken involving any personal risk or without suitable training. If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. Notes to physician :Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Specific treatments :No specific treatment. Inhalation :No known significant effects or critical hazards. No known significant effects or critical hazards.:Ingestion Skin contact :No known significant effects or critical hazards. No known significant effects or critical hazards.:Eye contact Over-exposure signs/symptoms Skin contact Ingestion Inhalation No specific data. No specific data. No specific data. : : : Eye contact :No specific data. Potential acute health effects See toxicological information (Section 11) Indication of immediate medical attention and special treatment needed, if necessary Section 5. Fire-fighting measures Promptly isolate the scene by removing all persons from the vicinity of the incident if there is a fire. No action shall be taken involving any personal risk or without suitable training. Hazardous thermal decomposition products Specific hazards arising from the chemical Decomposition products may include the following materials: carbon dioxide carbon monoxide metal oxide/oxides In a fire or if heated, a pressure increase will occur and the container may burst. Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA) with a full face-piece operated in positive pressure mode. Special protective equipment for fire-fighters Use an extinguishing agent suitable for the surrounding fire. Extinguishing media : : : None known. Suitable extinguishing media : Unsuitable extinguishing media : Special protective actions for fire-fighters : Section 6. Accidental release measures Personal precautions, protective equipment and emergency procedures :No action shall be taken involving any personal risk or without suitable training. Evacuate surrounding areas. Keep unnecessary and unprotected personnel from entering. Do not touch or walk through spilled material. Avoid breathing vapor or mist. Provide adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. For non-emergency personnel For emergency responders :If specialized clothing is required to deal with the spillage, take note of any information in Section 8 on suitable and unsuitable materials. See also the information in "For non- emergency personnel". Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 3/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 6. Accidental release measures Environmental precautions Stop leak if without risk. Move containers from spill area. Approach release from upwind. Prevent entry into sewers, water courses, basements or confined areas. Wash spillages into an effluent treatment plant or proceed as follows. Contain and collect spillage with non-combustible, absorbent material e.g. sand, earth, vermiculite or diatomaceous earth and place in container for disposal according to local regulations (see Section 13). Dispose of via a licensed waste disposal contractor. Contaminated absorbent material may pose the same hazard as the spilled product. Note: see Section 1 for emergency contact information and Section 13 for waste disposal. :Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Inform the relevant authorities if the product has caused environmental pollution (sewers, waterways, soil or air). Large spill : Stop leak if without risk. Move containers from spill area. Dilute with water and mop up if water-soluble. Alternatively, or if water-insoluble, absorb with an inert dry material and place in an appropriate waste disposal container. Dispose of via a licensed waste disposal contractor. Small spill : Methods and materials for containment and cleaning up Section 7. Handling and storage Advice on general occupational hygiene Conditions for safe storage, including any incompatibilities Eating, drinking and smoking should be prohibited in areas where this material is handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Store in accordance with local regulations. Store in original container protected from direct sunlight in a dry, cool and well-ventilated area, away from incompatible materials (see Section 10) and food and drink. Store locked up. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. See Section 10 for incompatible materials before handling or use. : : Protective measures Put on appropriate personal protective equipment (see Section 8). Avoid exposure - obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Do not get in eyes or on skin or clothing. Do not ingest. Avoid breathing vapor or mist. If during normal use the material presents a respiratory hazard, use only with adequate ventilation or wear appropriate respirator. Keep in the original container or an approved alternative made from a compatible material, kept tightly closed when not in use. Empty containers retain product residue and can be hazardous. Do not reuse container. : Precautions for safe handling Titanium Dioxide ACGIH TLV (United States, 3/2017). TWA: 10 mg/m³ 8 hours. OSHA PEL (United States, 6/2016). TWA: 15 mg/m³ 8 hours. Form: Total dust Zinc Oxide NIOSH REL (United States, 10/2016). CEIL: 15 mg/m³ Form: Dust TWA: 5 mg/m³ 10 hours. Form: Dust and fumes STEL: 10 mg/m³ 15 minutes. Form: Fume OSHA PEL (United States, 6/2016). TWA: 5 mg/m³ 8 hours. Form: Fume TWA: 5 mg/m³ 8 hours. Form: Respirable Section 8. Exposure controls/personal protection Ingredient name Exposure limits Control parameters Occupational exposure limits (OSHA United States) Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 4/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 8. Exposure controls/personal protection fraction TWA: 15 mg/m³ 8 hours. Form: Total dust ACGIH TLV (United States, 3/2017). TWA: 2 mg/m³ 8 hours. Form: Respirable fraction STEL: 10 mg/m³ 15 minutes. Form: Respirable fraction Cristobalite, respirable powder OSHA PEL Z3 (United States, 6/2016). TWA: 250 mppcf / 2 x (%SiO2+5) 8 hours. Form: Respirable TWA: 10 mg/m³ / 2 x (%SiO2+2) 8 hours. Form: Respirable TWA: 30 mg/m³ / 2 x (%SiO2+2) 8 hours. Form: Total dust OSHA PEL (United States, 6/2016). TWA: 50 µg/m³ 8 hours. Form: Respirable dust ACGIH TLV (United States, 3/2017). TWA: 0.025 mg/m³ 8 hours. Form: Respirable fraction NIOSH REL (United States, 10/2016). TWA: 0.05 mg/m³ 10 hours. Form: respirable dust Crystalline Silica, respirable powder OSHA PEL Z3 (United States, 6/2016). TWA: 250 mppcf / (%SiO2+5) 8 hours. Form: Respirable TWA: 10 mg/m³ / (%SiO2+2) 8 hours. Form: Respirable OSHA PEL (United States, 6/2016). TWA: 50 µg/m³ 8 hours. Form: Respirable dust ACGIH TLV (United States, 3/2017). TWA: 0.025 mg/m³ 8 hours. Form: Respirable fraction NIOSH REL (United States, 10/2016). TWA: 0.05 mg/m³ 10 hours. Form: respirable dust Zinc Oxide CA Alberta Provincial (Canada, 4/2009). 8 hrs OEL: 2 mg/m³ 8 hours. Form: Respirable 15 min OEL: 10 mg/m³ 15 minutes. Form: Respirable CA British Columbia Provincial (Canada, 6/2017). TWA: 2 mg/m³ 8 hours. Form: Respirable STEL: 10 mg/m³ 15 minutes. Form: Respirable CA Ontario Provincial (Canada, 7/2015). TWA: 2 mg/m³ 8 hours. Form: Respirable fraction. STEL: 10 mg/m³ 15 minutes. Form: Respirable fraction. CA Quebec Provincial (Canada, 1/2014). TWAEV: 5 mg/m³ 8 hours. Form: fume STEV: 10 mg/m³ 15 minutes. Form: fume CA Saskatchewan Provincial (Canada, 7/2013). Ingredient name Exposure limits Occupational exposure limits (Canada) Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 5/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 8. Exposure controls/personal protection Hand protection Based on the hazard and potential for exposure, select a respirator that meets the appropriate standard or certification. Respirators must be used according to a respiratory protection program to ensure proper fitting, training, and other important aspects of use. Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Considering the parameters specified by the glove manufacturer, check during use that the gloves are still retaining their protective properties. It should be noted that the time to breakthrough for any glove material may be different for different glove manufacturers. In the case of mixtures, consisting of several substances, the protection time of the gloves cannot be accurately estimated. Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists, gases or dusts. If contact is possible, the following protection should be worn, unless the assessment indicates a higher degree of protection: safety glasses with side- shields. Eye/face protection Respiratory protection : : : Body protection Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. : Emissions from ventilation or work process equipment should be checked to ensure they comply with the requirements of environmental protection legislation. In some cases, fume scrubbers, filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable levels. Appropriate engineering controls :If user operations generate dust, fumes, gas, vapor or mist, use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Wash hands, forearms and face thoroughly after handling chemical products, before eating, smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Wash contaminated clothing before reusing. Ensure that eyewash stations and safety showers are close to the workstation location. Hygiene measures : Individual protection measures Skin protection Other skin protection :Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. STEL: 10 mg/m³ 15 minutes. Form: respirable dust and fume TWA: 2 mg/m³ 8 hours. Form: respirable dust and fume Environmental exposure controls : Zinc Oxide NOM-010-STPS-2014 (Mexico, 4/2016). TWA: 2 mg/m³ 8 hours. Form: Respirable fraction STEL: 10 mg/m³ 15 minutes. Form: Respirable fraction Ingredient name Exposure limits Occupational exposure limits (Mexico) Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 6/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 9. Physical and chemical properties Physical state Melting point/freezing point Vapor pressure Relative density Vapor density Solubility Liquid. Not available. 1.18 1 [Air = 1] 2.3 kPa (17.5 mm Hg) [at 20°C] Not available. Not available.Odor pH Not available.Color Evaporation rate 0.09 (butyl acetate = 1) Auto-ignition temperature Flash point Not available. Closed cup: >93.3°C (>199.9°F) Not available. 9 Viscosity Kinematic (40°C (104°F)): >0.205 cm2/s (>20.5 cSt) Not available.Odor threshold Partition coefficient: n- octanol/water : : : : : : : : : : : : : : : Appearance Boiling point/boiling range :100°C (212°F) Flammability (solid, gas):Not available. Lower and upper explosive (flammable) limits :Not available. Decomposition temperature :Not available. Heat of combustion :1.536 kJ/g Aerosol product Molecular weight :Not applicable. Section 10. Stability and reactivity Hazardous decomposition products Conditions to avoid No specific data. Under normal conditions of storage and use, hazardous decomposition products should not be produced. The product is stable.Chemical stability No specific data. : : : Incompatible materials : Possibility of hazardous reactions :Under normal conditions of storage and use, hazardous reactions will not occur. Reactivity :No specific test data related to reactivity available for this product or its ingredients. Section 11. Toxicological information Acute toxicity Not available. Irritation/Corrosion Information on toxicological effects Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 7/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 11. Toxicological information Carcinogenicity Not available. Mutagenicity Not available. Teratogenicity Not available. Reproductive toxicity Not available. Titanium Dioxide Skin - Mild irritant Human -72 hours 300 Micrograms Intermittent - Zinc Oxide Eyes - Mild irritant Rabbit -24 hours 500 milligrams - Skin - Mild irritant Rabbit -24 hours 500 milligrams - Product/ingredient name Result Score Exposure Observation Sensitization Not available. Species Specific target organ toxicity (single exposure) Specific target organ toxicity (repeated exposure) Not available. Name Category Cristobalite, respirable powder Category 1 Inhalation respiratory tract Crystalline Silica, respirable powder Category 1 Inhalation Not determined Aspiration hazard Not available. Route of exposure Target organs Classification Titanium Dioxide -2B - Cristobalite, respirable powder -1 Known to be a human carcinogen. Crystalline Silica, respirable powder -1 Known to be a human carcinogen. Product/ingredient name NTPIARCOSHA Information on the likely routes of exposure Inhalation :No known significant effects or critical hazards. No known significant effects or critical hazards.:Ingestion Skin contact :No known significant effects or critical hazards. No known significant effects or critical hazards.:Eye contact Symptoms related to the physical, chemical and toxicological characteristics Skin contact Inhalation No specific data. No specific data. : : Eye contact :No specific data. :Not available. Potential acute health effects Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 8/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Not available. No known significant effects or critical hazards.General : May cause cancer. Risk of cancer depends on duration and level of exposure.Carcinogenicity : No known significant effects or critical hazards.Mutagenicity : No known significant effects or critical hazards.Teratogenicity : Developmental effects :No known significant effects or critical hazards. Fertility effects :No known significant effects or critical hazards. Ingestion No specific data.: Potential chronic health effects Delayed and immediate effects and also chronic effects from short and long term exposure Numerical measures of toxicity Not available. Acute toxicity estimates Potential immediate effects :Not available. Short term exposure Potential delayed effects :Not available. Potential immediate effects :Not available. Long term exposure Potential delayed effects :Not available. Section 12. Ecological information LogPow BCF Potential Bioaccumulative potential Other adverse effects :No known significant effects or critical hazards. Product/ingredient name Zinc Oxide -60960 high Toxicity Titanium Dioxide Acute LC50 >1000000 µg/l Marine water Fish - Fundulus heteroclitus 96 hours Zinc Oxide Acute IC50 1.85 mg/l Marine water Algae - Skeletonema costatum 96 hours Acute IC50 46 µg/l Fresh water Algae - Pseudokirchneriella subcapitata - Exponential growth phase 72 hours Acute LC50 98 µg/l Fresh water Daphnia - Daphnia magna - Neonate 48 hours Acute LC50 1.1 ppm Fresh water Fish - Oncorhynchus mykiss 96 hours Product/ingredient name SpeciesResult Exposure Persistence and degradability Soil/water partition coefficient (KOC) :Not available. Mobility in soil Not available. Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 9/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 13. Disposal considerations The generation of waste should be avoided or minimized wherever possible. Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. :Disposal methods Section 14. Transport information - - - - - - Not regulated.Not regulated. -- DOT Classification IMDG UN number UN proper shipping name Transport hazard class(es) Packing group Additional information Environmental hazards Special precautions for user Transport in bulk according to Annex II of MARPOL and the IBC Code No.No. Not available. : Proper shipping name : Ship type :Not available. Pollution category :Not available. Not available. : TDG Classification Not regulated. - - - No. - Mexico Classification Not regulated. - - - No. - Multi-modal shipping descriptions are provided for informational purposes and do not consider container sizes. The presence of a shipping description for a particular mode of transport (sea, air, etc.), does not indicate that the product is packaged suitably for that mode of transport. All packaging must be reviewed for suitability prior to shipment, and compliance with the applicable regulations is the sole responsibility of the person offering the product for transport. People loading and unloading dangerous goods must be trained on all of the risks deriving from the substances and on all actions in case of emergency situations. IATA Not regulated. - - - No. - Section 15. Regulatory information SARA 313 TSCA 5(a)2 proposed significant new use rules: 5-Chloro-2-methylisothiazolinone SARA 313 (40 CFR 372.45) supplier notification can be found on the Environmental Data Sheet. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. California Prop. 65 International regulations Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 10/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 15. Regulatory information Australia inventory (AICS): Not determined. China inventory (IECSC): Not determined. Japan inventory (ENCS): Not determined. Japan inventory (ISHL): Not determined. Korea inventory (KECI): Not determined. Malaysia Inventory (EHS Register): Not determined. New Zealand Inventory of Chemicals (NZIoC): Not determined. Philippines inventory (PICCS): Not determined. Taiwan Chemical Substances Inventory (TCSI): Not determined. Thailand inventory: Not determined. Turkey inventory: Not determined. Vietnam inventory: Not determined. International lists : Section 16. Other information 12/9/2018 History Date of printing Date of issue/Date of revision Version It is recommended that each customer or recipient of this Safety Data Sheet (SDS) study it carefully and consult resources, as necessary or appropriate, to become aware of and understand the data contained in this SDS and any hazards associated with the product. This information is provided in good faith and believed to be accurate as of the effective date herein. However, no warranty, express or implied, is given. The information presented here applies only to the product as shipped. The addition of any material can change the composition, hazards and risks of the product. Products shall not be repackaged, modified, or tinted except as specifically instructed by the manufacturer, including but not limited to the incorporation of products not specified by the manufacturer, or the use or addition of products in proportions not specified by the manufacturer. Regulatory requirements Date of previous issue : : : : Key to abbreviations :ATE = Acute Toxicity Estimate BCF = Bioconcentration Factor GHS = Globally Harmonized System of Classification and Labelling of Chemicals IATA = International Air Transport Association IBC = Intermediate Bulk Container IMDG = International Maritime Dangerous Goods LogPow = logarithm of the octanol/water partition coefficient MARPOL = International Convention for the Prevention of Pollution From Ships, 1973 as modified by the Protocol of 1978. ("Marpol" = marine pollution) UN = United Nations 12/9/2018 10/30/2018 13 Hazardous Material Information System (U.S.A.) 1 0 0 *Health Flammability Physical hazards Caution: HMIS® ratings are based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks. Although HMIS® ratings and the associated label are not required on SDSs or products leaving a facility under 29 CFR 1910.1200, the preparer may choose to provide them. HMIS® ratings are to be used with a fully implemented HMIS® program. HMIS® is a registered trademark and service mark of the American Coatings Association, Inc. The customer is responsible for determining the PPE code for this material. For more information on HMIS® Personal Protective Equipment (PPE) codes, consult the HMIS® Implementation Manual. CARCINOGENICITY - Category 1A Calculation method Procedure used to derive the classification Classification Justification Notice to reader Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 11/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US Section 16. Other information are subject to change and may differ between various locations and jurisdictions. The customer/buyer/user is responsible to ensure that his activities comply with all country, federal, state, provincial or local laws. The conditions for use of the product are not under the control of the manufacturer; the customer/buyer/user is responsible to determine the conditions necessary for the safe use of this product. The customer/buyer/user should not use the product for any purpose other than the purpose shown in the applicable section of this SDS without first referring to the supplier and obtaining written handling instructions. Due to the proliferation of sources for information such as manufacturer-specific SDS, the manufacturer cannot be responsible for SDSs obtained from any other source. Date of issue/Date of revision :12/9/2018 Date of previous issue :10/30/2018 Version :13 12/12 A82W151 A-100® Exterior Acrylic Latex Satin Extra White SHW-85-NA-GHS-US 1PHILZ COFFEE202 N. GLASSELL ST. ORANGE, CAT1. TABEBUIA AVELLANEDAE`T2. ARBUTUS 'MARINA'STRAWBERRY TREES1. PITTOSPORUM T. 'VARIEGATA‘MOCK ORANGES2. DIANELLA C. 'CASSA BLUE' 2PHILZ COFFEE202 N. GLASSELL ST. ORANGE, CAS3. PHORMIUM 'JESTER'FIESTA NEW ZEALAND FLAXS4. RHAPHIOLEPIS U. 'MINOR'YEDDA HAWTHORNS5. CARISSA M. 'TOMLINSON'TOMILSON NATAL PLUMS6. LOROPETALUM CHINESE PURPLE PIXIE'DWARF FRINGE FLOWER 3PHILZ COFFEE202 N. GLASSELL ST. ORANGE, CAS7. SANSEVIERIA T. 'LAURENTII'G2. SEMPERVIVUM 'PACIFIC BLUE ICE'‘G3. SCAEVOLA A. 'MAUVE CLUSTERS'G1. GRAVEL PHILZ COFFEE- ORANGE 01.25.2019 1S A C R A M E N T O PERSPECTIVE 1 VIEW FROM CORNER OF GLASSEL ST. AND W MAPLE AVE. 8. 7. 5. 4. 3. 1. 2. KEYNOTES SW6508 SECURE BLUE SW7042 SHOJI WHITE SW6642 RHUMBA O. 1. HORIZONTAL TRIM, SW6508 SECURE BLUE 2. BUILDING EXTERIOR, SW7042 SHOJI WHITE WITH PRIMER 3. OVERHAND + ACCENTS, SW6642 RHUMBA ORANGE 4. (N) CUSTOM PLANTERS BOXES, BLACK STEEL 5. (N) CONC. CURB 6. -- NOT IN USE -- 7. (N) TREES, AS REQUIRED 8. (N) CORNER SIGNAGE, SEE CONCEPTUAL SIGNAGE PACKAGE ATTACHED AT END OF SET. PHILZ COFFEE- ORANGE 01.25.2019 2S A C R A M E N T O PERSPECTIVE 2 VIEW FROM GLASSEL ST. FACING FACADE 2. 3. 4. 5.6. KEYNOTES 1. --NOT IN USE -- 2. (N) TREES, AS REQUIRED 3. (N) CUSTOM METAL PLANTER BOXES 4. ANNO. ALUMINUM AND GLASS ROLL-UP DOORS 5. (E) CANOPY, PAINT SW6642 RHUMBAORANGE 6. (N) EXTERIOR SUN SAILS, TENSHON, SEE CUT SHEET FOR DETAILS PHILZ COFFEE- ORANGE 01.25.2019 3S A C R A M E N T O PERSPECTIVE 3VIEW FROM NORTHERN LANDSCAPE AREA FACING BUILDING 2. 4. 3. 5. 6.6.7. 1. ANNO. METAL POSTS YELLOW SUNSAIL KEYNOTES 1. (E) CANOPY, PAINT SW6642 RHUMBAORANGE 2. (N) CUSTOM METAL PLANTER BOXES 3. ANNO. ALUMINUM AND GLASS ROLL-UP DOORS 4. (N) TENSHON SUNSAIL - YELLOW W/ ALUMINUM POSTS. 5. (N) CONCRETE PATH AROUND BUILDING PERIMENTER 6. (N) LARGE TREE 7. LANDSCAPE BUFFER FOR ADJACENT LOT PHILZ COFFEE- ORANGE 01.25.2019 4S A C R A M E N T O PERSPECTIVE 4VIEW FROM SOUTH, MAIN VEHICULAR ENTRY TO SITE 2. 4. 3.5. 6. 7. 1. KEYNOTES 1. (N) CUSTOM METAL PLANTER BOXES 2. BUILDING EXTERIOR, SW7042 SHOJI WHITE WITH PRIMER 3. (E) HORIZONTAL TRIM, SW6508 SECURE BLUE 4. (N) FIXED DOORS WITH SPANDREL GLASS TRANSOM 5. (E) CANOPY, PAINT SW6642 RHUMBAORANGE 6. ANNO. ALUMINUM STOREFRONT, SEE DETAILS IN ENTITLE- MENT SET 7. (N) LANDSCAPING IN SET-BACKS ORANGE 202 N. GLASSELL ST. ORANGE, CA 92866 LAND USE PROJECT APPLICATION JANUARY 29, 2019 PROJECT MANAGER CONTACT: JOSEFINA GARCIA PHILZ COFFEE 1258 MINNESOTA STREET SAN FRANCISCO, CA 94107 415 834 5933 EXT. 116 JOSEFINAGARCIA@PHILZCOFFEE.COM BUILDING OWNER/LANDLORD CONTACT: SAEED PAYMOZD 714-715-8000 SP@THECARPETPROS.COM ARCHITECT CONTACT: ERICA NELLES DEWBERRY 1760 CREEKSIDE OAKS DR #280 SACRAMENTO, CA 95833 916 239 7244 ENELLES@DEWBERRY.COM SIGNAGE CONTACT: NATHAN MORENO AD ART INC. 5090 N FRUIT AVE, SUITE # 101 FRESNO, CA 93711 599 281 2022 NATHAN.MORENO@ADART.COM LANDSCAPE CONTACT: PAUL JAY REED REED ASSOCIATES LANDSCAPE ARCHITECTURE 477 S. TAAFFE ST. SUNNYVALE, CA 94086 408 481 9022 RALAINC@MINDSPRING.COM PHILZ - SHEET INDEX SHEET NO. SHEET NAME G-000 COVER A-010-E SITE PLAN - EXISTING A-010-P SITE PLAN - PROPOSED A-011 TYPICAL PARKING DETAILS A-110 EGRESS PLAN A-112-E FLOOR PLAN - EXISTING A-112-P FLOOR PLAN - PROPOSED A-200 ELEVATIONS A-201 ELEVATIONS A-202 EXTERIOR FOR REFERENCE ONLY A-203 EXTERIOR FOR REFERENCE ONLY A-002 DOOR AND WINDOW SCHEDULES A-003 DOOR, WINDOW AND UNIQUE DETAILS C-01 SITE DEMOLITION PLAN C-11 GRADING AND DRAINAGE PLAN L-1.0 LANDSCAPE PLANTING PLAN L-2.0 LANDSCAPE HYDROZONE PLAN SG-1 SIGNAGE PACKAGE 1. ALL DOORS TO SHOW COMPLIANCE WITH CBC/CFC 1010.1.9.1 THROUGH 1010.1.9.4. 2. ALL DOORS SHALL BE 1 3/4" THICK, SOLID CORE WOOD, UNLESS NOTED OTHERWISE. 3. ALL DOORS SHALL BE TRIMMED AT THRESHOLD TO PROVIDE 3/4" MINIMUM CLEARANCE ABOVE FLOOR FINISH MATERIAL. 4. ENTRY DOOR TO HAVE SIGN THAT READS: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. " 5. DIMENSIONS FOR UNDERCUT DOORS IF ANY SHALL BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. 6. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 7 INCHES. 7. EXIT DOORWAYS SHALL BE NO LESS THAN 36" IN WIDTH AND NO LESS THAN 7'-0" IN HEIGHT. PROJECTIONS, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. 8. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT TIGHT GRASPING, PINCHING OR TWISTING THE WRIST TO OPERATE HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. NO THUMB TURN LOCKS PERMITTED. 9. ACCESSIBLE HARDWARE SHALL BE INSTALLED BETWEEN 34" AND 44" ABOVE THE FLOOR. 10. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE FLOOR OR LANDING SHALL BE LESS THAN OR EQ. TO 1/2" LOWER THAN THE THRESHOLD. ALL DOOR THRESHOLDS TO COMPLY WITH CBC 1010.1.7. 12. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 13. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. 14. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAYBE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. QTY.DESCRIPTION MANUFACTURER REMARKS 1 2 SETS 1 1 GROUP 1*SECURITY ENTRY LOCK DOOR PUSH/PULL DOOR THRESHOLD DOOR HOLDER/STOP 1 1/2 PR 1 GROUP 2BUTT HINGES DOOR CLOSER FALCON LOCK SATIN CHROME 626 MA431 F 34 GLYNN-JOHNSON WB60 R MCKINNEY 4 1/2" X 4 1/2" TA 2714 626 NORTON 8501BF 689 OR LCN 4031 689 - - EXISTING 1 LOCK SET SCHLAGE - L LOCKS 03A A ROSE 2-1/8" DIA. WITH L9496 PRIVACY OCCUPIED INDICATOR M81 HANDLE PRIVACY FUNCTION, ACCESSIBLE HANDLE. SEE CUTSHEET 1 1 1 GROUP 3BUTT HINGES DOOR CLOSER SECURITY LOCK SECURITY EYE VIEWER 1 1/2 PR 1 2 DOOR STOP DOOR KICKPLATE MCKINNEY 4 1/2" X 4 1/2" TA 2714 626 NORTON 8501BF 689 OR LCN 4031 689 ALARMLOCK T2 TRILOGY DL2700 626 DIGITAL LOCK HAGER 236W WALL STOP HAGER 200-DEGREE DOOR VIEWER IVES KICKPLATE 10" X 34" BRUSHED ALUMINUM PROVIDE ON BOTH SIDES - - - - OFFICE FUNCTION 2 1 DOOR KICKPLATE DOOR THRESHOLD IVES KICKPLATE 10" X 34" BRUSHED ALUMINUM PEMKO 252A - 1 WALL STOP PEMKO 252A - PROVIDE ON BOTH SIDES EXISTING PROVIDE ON BOTH SIDES - 1 PANIC BAR HARDWARE FALCON - 1690/1790 SERIES TOUCH BAR EXIT DEVICE, OR SIM. GC TO ADD PANIC HWDR TO (E) DOORS 1 DOOR KICKPLATE IVES KICKPLATE 10" X 34" BRUSHED ALUMINUM - 1 1 1 GROUP 4BUTT HINGES1 1/2 PR 1 1 MCKINNEY 4 1/2" X 4 1/2" TA 2714 626 - MORTISE LOCK FALCON LOCK 968 W/ 984T MORTISE LOCK - DOOR PUSH/PULL EXISTING DOOR HOLDER/STOP HAGER 236W WALL STOP - DOOR THRESHOLD EXISTING LOCK SET VERIFY WITH ARCHITECT - 1 2 SECURITY EYE VIEWER HAGER 200-DEGREE DOOR VIEWER - DOOR KICKPLATE IVES KICKPLATE 10" X 34" BRUSHED ALUMINUM PROVIDE ON BOTH SIDES CR LAURENCE P751A HANDLE 2 DOOR CLOSER -FALCON SC70 PARALLEL TO PUSH SIDE, REGULAR ARM 1 1 1 GROUP 5*BUTT HINGES1 1/2 PR 1 1 MCKINNEY 4 1/2" X 4 1/2" TA 2714 626 - SECURITY ENTRY LOCK FALCON LOCK SATIN CHROME 626 MA431 F 34 - DOOR PUSH/PULL PROVIDE ON BOTH SIDES DOOR HOLDER/STOP GLYNN-JOHNSON WB60 R - DOOR THRESHOLD - PANIC BAR HARDWARE FALCON -1690/1790 SERIES TOUCH BAR EXIT DEVICE, OR SIM. - 1 DOOR KICKPLATE IVES KICKPLATE 10" X 34" BRUSHED ALUMINUM - CF LAURENCE P751A HANDLE PEMKO 252A 1 DOOR CLOSER FALCON SC70 PARALLEL TO PUSH SIDE, REGULAR ARM - NOTE: 1. HARDWARE TO SPECS TO BE REVISED TO MEET OR EXCEED CITY OF ORANGE BUILDING SECURITY GUIDELINES 2. *GC TO SPEC ANY ADDITIONAL OR MISSING HARDWARE, VERIFY WITH ARCHTIECT. WIDTH HEIGHT0' - 0 3/4"KICK PLATE ON BOTH SIDES TYPE C TYPE A WIDTH HEIGHT0' - 0 3/4"KICK PLATE ON BOTH SIDES TYPE B MIN.0' - 10"MIN.0' - 10"TYPE E (EXISTING) TYPE DTYPE F WIDTH WIDTHHEIGHTWIDTH HEIGHTVIFTRANSOMTYPE SHGC (MAX.) FIXED GLASS FIXED GLASS MARK W-1 W-2 SIZE WIDTH HEIGHT MAT'L 5'-0"5'-6" MTL 5'-0" 5'-6"MTL U-FACTOR (MAX.) VT (MIN.)REMARKS DETAIL HEAD JAMB SILL TBD TBD --EXISTING. SEE PHOTOS TBD TBD -- TBD TBD EXISTING. SEE PHOTOS STOREFRONTW-3 STOREFRONTW-4 16'-6" 8'-4" MTL 10'-9" 8'-4" MTL TBD TBD TBD TBD TBD TBD -- -- -- -- 5/A-003 4/A-003 3/A-003 DETAILS BY BONELLI - STOREFRONT FABRICATORS 5/A-003 4/A-003 3/A-003 DETAILS BY BONELLI - STOREFRONT FABRICATORS WIDTH HEIGHTHEIGHTWIDTH EXISTINGHATCH INDICATES SCOPE OF STOREFRONT RESTORATION BY OTHERS WIDTHHEIGHT 5 A-003 3 A-003 A-003 4 WIDTH HEIGHTHATCH INDICATES SCOPE OF STOREFRONT RESTORATION BY OTHERS WIDTH HEIGHT5 A-003 3 A-003 4 A-003 A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 DOOR AND WINDOW SCHEDULES DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-002 Scale:N.T.S. DOOR NOTES Scale:N.T.S. DOOR HARDWARE SCHEDULE Scale:1/2" = 1'-0" DOOR TYPE LEGEND 3 2 1 DOOR SCHEDULE DOOR NUMBER DOOR FRAME FIRE LABEL REMARKS LEAF QTY SIZE HDW GROUP TYPE MATL DETAIL MATERIALWIDTH HEIGHT THICK HEAD JAMB SILL 1 1 3' - 1 1/2" 7' - 3 1/2" 0' - 1 3/4" E AL/ TMPD GL -- ---- (E) - EXISTING, GC TO INSTALL ANY MISSING/REQUIRED HDWR 2 10' - 0" 9' - 3" 0' - 1 3/4" F HM TBD TBD TBD - FIXED 3 10' - 0" 9' - 3" 0' - 1 3/4" F HM TBD TBD TBD - OPERABLE TRACK 4 10' - 0" 9' - 3" 0' - 1 3/4" F HM TBD TBD TBD - FIXED 5 1 2' - 2" 7' - 0" 0' - 1 3/4" NONE D METAL - FIXED -- -- --MTL - ALIGN WITH FACE, INTALL FIXED WITH NO HDWR 6 1 2' - 2" 7' - 0" 0' - 1 3/4" NONE D METAL - FIXED -- -- --MTL - ALIGN WITH FACE, INTALL FIXED WITH NO HDWR 7 1 3' - 0" 7' - 0" 0' - 1 3/4" B SCW MTL - 8 1 3' - 0" 7' - 0" 0' - 1 3/4" B SCW MTL - 9 1 3' - 0" 7' - 0" 0' - 1 3/4" B SCW MTL - 10 1 3' - 0" 7' - 0" 0' - 1 3/4" A MTL 6/A-002 5/A-002 -- MTL - 11 2 3' - 6" 5' - 0" 0' - 1 3/4" C CL RMRK RMRK RMRK AL - SEE DETAIL 2/A-003 DOOR SCHEDULE8 Scale: N.T.S. Scale:12" = 1'-0" WINDOW SCHEDULE7 Scale:1/2" = 1'-0"3 WINDOW LEGEND W-3 W-1 & W -2 W-4 NO. DESCRIPTION DATE 3_8"LOCATION OF WINDOWS ON WEST FACADE, TO BE REMOVED AND REPLACED WITH DOORS, SEE A-200/201 FOR EXISTING/PROPOSED LOCATION OF WINDOWS ON NORTH FACADE, TO REMAIN VIEW FROM (E) PARKING LOT, LOOKING AT CAR SERVICE BAY OPENINGS VIEW FROM INTERIOR OF CAR SERVICE BAY OPENING, CURRENTLY OPERATE WITH SLIDING METAL GATES. TO BE REPLACE WITH TWO FIXED AND ONE OPERABLE ROLL-UP DOOR. 0' - 1 1/8" 0' - 1 1/2" 0' - 2 5/8"0' - 0 1/2"0' - 0 5/8"0' - 0 5/8"0' - 0 1/2"0' - 1 1/8"0' - 0 7/8"0' - 1 5/8"0' - 1"0' - 1 1/8" 0' - 1 1/2" 0' - 2 5/8"0' - 0 5/8"0' - 0 5/8"0' - 0 1/2"2" CLEARANCE 2" MULCH SOIL MIX PLANTER NON-WOVEN FILTER FABRIC DRAIN ROCK (3" DEPTH) 2' - 0" 2' - 4"23' - 0 3/4"14' - 8 1/4"2' - 0"2' - 0"10' - 0" CLR CANOPY ABOVE 6 A-003 2" RADIUS CORNERS 1'-0" RADIUS CORNER TYP. 10' - 0" 2' - 8" 10' - 0" 2' - 8" 10' - 0"2' - 0"8 A-003 TYP. 2' - 0"PLANTER DEPTH1' - 0"ANNO. STEEL LEGS2' - 4"2" CLEARANCE 2" MULCH SOIL MIX DRAING ROCK (3" DEPTH) BLACK STEEL LEGS A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 DOOR, WINDOW AND UNIQUE DETAILS Author Checker Approver JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-003 Scale:12" = 1'-0"2 TRASH ENCLOSURE DETAIL - CITY OF ORANGE Scale:12" = 1'-0" VICINITY MAP Scale:12" = 1'-0"3 BONELLI STOREFRONT - SILL Scale:12" = 1'-0"4 BONELLI STOREFRONT - MULLION Scale:12" = 1'-0"5 BONELLI STOREFRONT - HEADER 1 NO. DESCRIPTION DATE Scale:N.T.S.6 LRG PLANTER SECTION - CONCEPTUAL Scale:3/16" = 1'-0"1 LARGE PLANTER - PLAN Scale:3/16" = 1'-0"7 ROLL-UP PLANTER - PLAN Scale:1" = 1'-0"8 ROLL-UP PLANTER - SECTION SCLCL189.0512"∅ TREE 189.55189.78189.91189.44TC189.03FL189.14FL189.14FL189.57TC189.21FL189.57FS189.57FS189.97189.96TC189.65FSSLPB E189.61TOP "X"189.19FL189.23BOT "X"189.77189.77189.89189.59TOP "X"189.28FL189.25BOT "X"189.11189.05FL189.12WV189.13 190.05190.05190.09190.01189.98189.99189.99190.02190.07189.71189.64189.49189.84189.61TOP "X"189.68TC189.28FL189.83 190.09189.91189.35FL189.34BOT "X"189.29FL189.72TOP "X"190.11BW190.57TC190.15189.95189.70TOP "X"189.31FL189.31BOT "X"190.04190.29190.39190.62TC190.34FS190.42190.78190.25190.50190.30WV190.83190.54191.01190.94TC190.72190.91TC190.64FS190.89 TC 190.66 FS 190.86 TC 190.58 FS 190.96190.81191.07TC190.72FS190.26NG190.79191.17190.78190.29190.38190.76190.71190.65190.77190.18190.40190.39190.27190.19191.11190.98190.28190.23190.03190.12TOP "X"189.62FL189.60BOT "X"189.61BOT "X"190.10TOP "X"189.63FL190.09190.10CATV190.27190.21WM189.93190.04TC189.52FL190.12190.26190.12190.08WM190.11190.04189.94 TC 189.51FL 189.94 TC 189.49 FL189.51FL189.58FL190.02TC189.68FL189.98WVWV189.74SLPB190.04189.82 TC 189.29 FL 189.40FL189.42FL189.79189.83SLPB189.84189.88189.81TC189.28FLWVWV189.80TC189.31FL189.85TOP "X"189.35FL189.82189.91189.92TOP "X"189.43FL189.41BOT "X"189.37BOT "X"FHSLPBCATVCATVTLPB189.39 TOP "X" 188.95 FL 189.81189.96189.70189.62189.44 TOP "X" 188.83 FL 188.81BOT "X" 188.92 BOT "X" 188.87 FL WM189.32 TOP "X" 188.63 FL 188.58 BOT "X"189.47189.59189.49189.36188.50 FL 188.38 BOT "X" 189.02 TOP "X" 188.38 FL 189.20189.31E189.47SLPB189.03188.98188.88 TC 188.23 FL CATV189.07189.12189.35E188.74188.82188.69TWM188.59 TOP "X" 187.95 FL 188.69 189.11 188.76188.73188.87188.94189.71FS189.98TW188.98NG189.99WV 190.93 TC 190.60 FS 190.62190.19189.58 TC 189.08 FL 189.11FL189.18FL189.62TC189.21FLSLPB189.61WMT189.02 WM189.53 TC 188.90 FL 188.96 189.45 TC 188.82 FL 189.56 189.19 TC 188.57 FL189.06189.0412"∅ TREE 12"∅ TREE 188.92 TC 188.29 FLSLPB188.90188.61TC 188.11FL 188.75 190.54190.64190.74190.77191.20TW189.28FL189.29BOT "X"190.6712"∅ TREEPOR. OF LOT 10LOT 8LOT 9(APN : 039-163-11)BLK "A", LOT 18 OF DAVIS TRACTLOT 9 & EAST ONE-HALF OF LOT 10N89°56'58"W33.00'33.00'N89°56'42"W33'33' 6 6'33'33'6 6'MAPLE AVENUEGLASSELL STREET132.00'151.89'508.60'S89°56'42"E329.99'N00°00'34"E660.49'N89°56'58"W33.00'N89°56'42"W33.00'S89°56'58"E99.01'S89°56'42"E99.00'N00°00'34"E118.90' N00°00'19"E33.00'S89°56'58"E33.00'DWY APRONDWY APRONCONC. SIDEWALKBILLBOARD COL.CONC. SIDEWALKWHEEL STOPTYP.PANNELBOXP A R K I N G A R E AP A R K I N G A R E A NO PARKINGP A R K I N G LOTCONC. CURBCONC. CURB & GUTTERCONC. CURB & GUTTERCONC. CURB & GUTTER CONC. CURB & GUTTER (A.C. PAVEMENT)STORAGE CONC. PAVEMENTA.C. PAVEMENT(A.C. PAVEMENT)(A.C. PAVEMENT)(A.C. PAVEMENT)P A R K I N G A R E AA.C. PAVEMENT(JUNK AREA)CONC. PAVEMENTRAMP CONC. SIDEWALK DWY APRON CONC. SIDEWALK DWY APRON CONC. SIDEWALK DWY APRONDIRTDIRTBRICKDIRTCONCRETE PAVEMENTPARKING SPACEPARKING SPACE A.C. PAVEMENTA.C. PAVEMENTA.C. PAVEMENT RAMP CONC. CURB & GUTTERCONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALKCONC. CURB & GUTTERDWY APRONDWY APRONCONC. SIDEWALKCONC. SIDEWALK CONC. CURBCONC. LONGITUDINAL GUTTERCONC. LONGITUDINAL GUTTERIRON GATE FD. 4-3' O/S MAG. NAIL & WSTRADDLERS STAMPED "LS 5411"FLUSH POINT FALLS ON SMHPER R1RIM ELEV. = 189.69INV. ELEV. = 179.00190.05205.44199.74189.97190.04190.04189.40190.04190.45190.42190.12189.95189.92189.97189.95189.51190.09190.00189.53190.86187.92192.69192.56191.01192.48192.72192.53189.99199.43199.36198.74198.75199.28189.81189.74190.09189.63 190.08189.37189.38189.58189.98188.98 188.48 188.88 188.86195.67194.45189.96191.03189.76189.75 189.47 188.66 189.94189.48200.24189.58 APN: 039-163-10 ADDRESS: 115 W MAPLE AVE DISTRICT:3 EXISTING BUILDING APN: 039-163-11 ADDRESS: 202 N GLASSELL ST CURRENT USE: AUTO REPAIR SHOP, S-1 GROSS AREA: 1,665 SQFT NON- SPRINKLERED APN: 039-241-23 ADDRESS: 201 N GLASSELL ST DISTRICT:3 APN: 039-174-18 ADDRESS: 172 N GLASSELL ST DISTRICT:3 APN: 039-163-12 ADDRESS: 224 N GLASSELL ST DISTRICT:3 APN: 039-241-10 ADDRESS: 205 N GLASSELL ST DISTRICT:3 APN: 039-251-24 ADDRESS: 177 N GLASSELL ST DISTRICT:3 S-4 S-14 S-1 TYP. S-8 S-8 S-9 S-19 S-19 S-3 S-12 S-14 S-14 S-13 S-2 S-14 S-12 S-13 S-16 S-19 S-5 S-17 S-5 S-15 60' - 10"27' - 4 1/2"S-12 S-29 59 S-7 S-11 . 28' - 6" LEGEND PROPERTY LINE (E) BUILDING ADJ. STRUCTURES REQUIRED SET-BACKS A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 SITE PLAN - EXISTING Author Checker Approver JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-010-E Scale:3/32" = 1'-0"1 EXISTING SITE PLAN KEYNOTES PER SHEET NOTE DESCRIPTION S-1 ( E ) PARKING, TO BE RESTRIPED, SEE PROPOSED PLAN S-2 ( E ) PYLON, TO BE REMOVED AND REPLACED OUTSIDE NEW EASEMENT S-3 ACCESSIBLE PARKING S-4 ( E ) WATER METER S-5 CONCRETE WALKWAY S-7 ( E ) FENCE @ 6'-0", TO BE REMOVED AND REPLACED S-8 ( E ) GATE @ 6'-0", TO BE REMOVED AND REPLACED S-9 ( E ) STORAGE CONTAINERS, TO BE REMOVED S-11 ( E ) ELECTRICAL METER S-12 ( E ) STREET LIGHTING S-13 ( E ) STREET LIGHTING MANHOLE LID S-14 ( E ) MANHOLE LID S-15 ( E ) FIRE HYDRANT S-16 ACCESSIBLE STRIPING S-17 ACCESSIBLE ACCESS ROUTE S-19 ( E ) TREES - ADJ. SITES S-29 ( E ) BUS STOP + BENCH PARKING INFORMATION PARKING STALLS ADA DRIVE ENTRY DRIVE AISLE STALL DEPTH -- 2 -- -- VARY ITEM REQUIRED 14 1 -- -- VARY PROVIDED *NOTE: 10% REDUCTION ALLOWABLE BY ORANGE PLANNING DEPT. FOR SITE EFFICIENCY. GAINED LANDSCAPEABLE AREA --0' PROJECT INFORMATION BUILDING CODE INFORMATION: CONSTRUCTION TYPE : III-A OCCUPANCY TYPE: S-1, AUTO REPAIR SHOP TYPE OF CONSTRUCTION: MASONRY FLOOR AREA RATIO: 1,665 SQFT / 11,540SQFT = 14% PROPOSED: NO CHANGE PROPOSED SPRINKLERED SYSTEM: NON-SPRINKLERED FLOOR AREA: 1,665 SQFT LAND USE/ZONING: OTMU-15S (OLD TOWNE, MIXED USE - SPOKE STREET) LOT SIZE: 11,540 SQFT ASPHALTS ASPHALTS ASPHALTS GLASSELL MAPLE REAR SIDE -5' -5' -5' -5' GLASSELL MAPLE REAR SIDE -0' -0' -0' -0' SETBACKS NO. DESCRIPTION DATE SLPB EWVWVCATVWM WMWVWVSLPBSLPBWVWVFHSLPBCATVCATVTLPBWMESLPBCATVETWMWV SLPBWMTWMSLPBEWVWVCATVWM WMWVWVSLPBSLPBWVWVFHECATVETWMSLPBWMTWMSLPBAPN: 039-241-23 ADDRESS: 201 N GLASSELL ST DISTRICT:3 APN: 039-174-18 ADDRESS: 172 N GLASSELL ST APN: 039-241-10 ADDRESS: 205 N GLASSELL ST DISTRICT:3 APN: 039-251-24 ADDRESS: 177 N GLASSELL ST DISTRICT:3 TYP.WMAPN: 039-163-10 ADDRESS: 115 W MAPLE AVE DISTRICT:3 PHILZ COFFEE (EXISTING BUILDING) APN: 039-163-11 ADDRESS: 202 N GLASSELL ST PROPOSED USE: COFFEE SHOP, B GROSS AREA: 1,665 SQFT APN: 039-241-23 ADDRESS: 201 N GLASSELL ST DISTRICT:3 APN: 039-174-18 ADDRESS: 172 N GLASSELL ST DISTRICT:3 APN: 039-163-12 ADDRESS: 224 N GLASSELL ST DISTRICT:3 APN: 039-241-10 ADDRESS: 205 N GLASSELL ST DISTRICT:3 APN: 039-251-24 ADDRESS: 177 N GLASSELL ST DISTRICT:3 S-36 S-16 S-3 S-21 S-23 S-14 S-4 S-14 S-14 S-14 S-12 S-12 S-13 S-13 S-11 S-23 CLR. 4' - 0" S-17 S-17 S-15 S-24 S-28 S-24S-23 S-31 A-011 7 7' X 7' IRREVOKABLE EASEMENT OFF-SITE IMPROVEMENTS TO INCLUDE: CURB, CURB CUTS, AND SIDE WALKS 5' - 0" EQ EQ EQ EQ EQ EQ EQ TYP. 9' - 0"TYP.17' - 0"S-5 S-22 S-23 S-19 S-25 S-23 S-17 S-27 S-27 S-19 S-27 S-36 11' - 0" S-23 S-23 S-14 S-23 S-26PEDESTRIAN PATH4' - 0"63' - 0"27' - 3" ONE-WAY EXIT 12' - 0" 9' MIN. 9' - 10"17' - 0"6' - 7"19' - 7"4' - 0"27' - 9"19' - 0"5' - 0"5' - 0"9' - 10 1/8"5' - 0"11' - 6 1/8" 25' - 7 3/8"SLIDING GATES-27 S-31 TYP. S-33 BACK-UP SPACE23' - 7"S-30 TYP. S-34 S-35 S-5 8' - 7" S-20 S-19 S-38S-18 S-34 S-5 S-39 S-40 S-41 S-41 A-003 6 42" (N) WOOD FENCE, SEE S-27 FOR DETAILS 57' - 0"19' - 0"DRIVE APRON MAINTAIN TWO-WAY A-003 2 72" (N) WOOD FENCE, SEE S-27 FOR DETAILS 61' - 10"72" (N) WOOD FENCE, SEE S-27 FOR DETAILS51' - 8"SLIDING GATENO FENCE IN THIS ZONE47' - 5"LEGEND PROPERTY LINE (E) BUILDING ADJ. STRUCTURES REQUIRED SET-BACKS A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 SITE PLAN - PROPOSED DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-010-P KEYNOTES PER SHEET NOTE DESCRIPTION S-3 ACCESSIBLE PARKING S-4 ( E ) WATER METER S-5 CONCRETE WALKWAY S-11 ( E ) ELECTRICAL METER S-12 ( E ) STREET LIGHTING S-13 ( E ) STREET LIGHTING MANHOLE LID S-14 ( E ) MANHOLE LID S-15 ( E ) FIRE HYDRANT S-16 ACCESSIBLE STRIPING S-17 ACCESSIBLE ACCESS ROUTE S-18 ( E ) CANOPY, ABOVE @ 9'-3" S-19 ( E ) TREES - ADJ. SITES S-20 ( N ) TREES, SEE LANDSCAPE PLAN FOR MORE INFORMATION S-21 ( N ) TRANSFORMER PAD S-22 ( N ) LOCATION OF TRASH BINS + ENCLOSURE/SCREENING S-23 ( N ) LANDSCAPE BUFFER, SEE LANDSCAPE PLAN FOR DETAIL S-24 SIDEWALK, SEE CIVIL FOR REVISED SCOPE S-25 ( N ) GATE @ 6'-0", SEE A-202/203 FOR DESIGN INTENT S-26 ( N ) LANDSCAPE HEDGE, SEE LANDSCAPE PLAN FOR DETAIL S-27 ( N ) FENCE, SEE DIMENSION STRINGS FOR HEIGHT REQUIREMENTS. THE FENCE WILL BE CONSTRUCTED OF 6" SOLID WOOD BOARDS, WITH A SQUARE PROFILE, STAINED. SEE MATERIAL BOARD FOR SAMPLE S-28 ( N ) RIGHT TURN ONLY SIGN, REVERSE FACE ALONG GLASSELL TO READ, " NO ENTRY" S-30 ( E ) RELOCATED PYLON WITH SIGNAGE, SEE SIGNAGE PACKAGE FOR DETAIL S-31 ( N ) PLANTER BOXES, SEE A-202/203 FOR DESIGN INTENT S-33 ( N ) CANOPY OVER-HEAD S-34 ( N ) ON-SITE BICYCLE PARKING S-35 ( N ) REDUCED PRESSURE PRINCIPLE BACK-FLOW PREVENTION DEVICE (RPP), TO BE COORDINATED WITH MEP S-36 ( N ) STANDARD PARKING STALLS WITH WHEEL STOPS S-38 ( E ) CAST-CURB ELEMENTS S-39 DRIVEWAY OPENING TO REMAIN A 2-WAY APRON. ADDITIONAL CURB CUTS ON GLASSELL TO BE REMOVED BY PUBLIC WORKS (IN THE FUTURE) S-40 ( N ) TRASH ENCLOSURE TO BE MADE OF EXPOSED CMU BLOCK, RUNNING BOND, WITH MATTE CLEAR SEALER. GC TO PROVIDE SAMPLE TO MATCH ( E ) BUILDING CMU PRIOR TO CONSTRUCTION S-41 ( N ) FENCE @ 3'-6" WITHIN THE FIRST 15' OF STREET-FACING PROPERTY LINE NOTE: GENERAL CONTRACTOR TO VERIFY (E) PATH OF TRAVEL IS ACCESSIBLE. ALERT ARCHITECT & OWNER IF ANY ADDITIONAL ACCOMODATIONS MUST BE MADE. Scale:3/32" = 1'-0"1 PROPOSED SITE PLAN PARKING INFORMATION PARKING STALLS ADA DRIVE ENTRY DRIVE AISLE STALL DEPTH SETBACKS -- 1 12' (ONE WAY) 25' (FOR 90° STALLS) 18' GLASSELL MAPLE REAR SIDE ITEM REQUIRED 8 1 12' (ONE WAY) 23'-7 1/4" * 17' * PROVIDED *NOTE: 10% REDUCTION ALLOWABLE BY ORANGE PLANNING DEPT. FOR SITE EFFICIENCY. GAINED LANDSCAPEABLE AREA --3,000 SQFT PROJECT INFORMATION BUILDING CODE INFORMATION: CONSTRUCTION TYPE : III-A OCCUPANCY TYPE: A-2, COFFEE SHOP TYPE OF CONSTRUCTION: MASONRY FLOOR AREA RATIO: 1,665 SQFT / 11,540SQFT = 14% PROPOSED: NO CHANGE PROPOSED SPRINKLERED SYSTEM: NON-SPRINKLERED FLOOR AREA: 1,665 SQFT LAND USE/ZONING: OTMU-15S (OLD TOWNE MIXED USE - SPOKE STREET) LOT SIZE: 11,540 SQFT -5' -5' -5' -5' GLASSELL MAPLE REAR SIDE -6'-7" -5' TO 8'-7" -5' -4' BICYCLE PARKING 2 2 NO. DESCRIPTION DATE PLAN SECTION TAPERED EXPOSED EDGE TRUNCATED DOME TRUNCATED DOMES 0.90" BASE 0.45" TOP 0.20" HEIGHTTAPERED EXPOSED EDGE on ramps that are perp. w/ the curb line, the dome pattern shall be in-line w/ the direction of travel. On ramps intersecting curbs on a radius, the dome pattern shall be in-line w/ the direction of travel to the extent practical the top width of the dome shall be a min of 50% & a max of 65% of the base dia. NOTE: COLOR TO BE YELLOW CONFORMING TO FS33538 OF FEDERAL STANDARD 595C 2.4" max 2.3" min 2.4 max2.3" mins2"s2"3'-0"4'-0"MIN3'-0"4'-0"MIN3'-0"9'-0"4'-0"MIN.NOTES: THERE SHALL BE A 48" CLEAR SPACE AT THE BOTTOM OF THE RAMP CROSS SLOPE 2% MAX ON RAMP AND LANDING AREA IN ANY DIRECTION TRUNCATED DOME DETECTABLE WARNING SURFACE SHALL BE PROVIDED TO SHADED AREA WHEN SLOPE IS BETWEEN 1:20 AND 1:15 6" CURB BEVELED EDGEC. 6" CURBB. LANDING AREA 1:50 MAX CROSS SLOPE TRUNCATED DOMES, REFER TO DETAIL 9 BEVELED EDGE A. LANDING AREA2% MAX6" CURB TRUNCATED DOMES, REFER TO DETAIL 9 TRUNCATED DOMES, REFER TO DETAIL 91:48MAX1:12 MAX RUNNIGN SLOPE & 1:50 MAX CROSS SLOPE 1:12 MAX RUNNIGN SLOPE & 1:50 MAX CROSS SLOPE LANDING AREA 1:50 MAX CROSS SLOPE 80" MIN.22" MIN.17" MIN. MIN. 1" HIGH LETTERING 9"1'-0"TO TOP OF WALKING SURFACE80" MIN FOR FREE STANDINGRESERVED FOR DISABLED VAN ACCESSIBLE MINIMUM FINE $250 1 2 BLUE WHITE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL W/ BEADED TEXT OR EQUAL 1/2" RADIUS "VAN ACCESSIBLE" SIGNAGE SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE AREA OF SIGN TO BE A MIN OF 70 SQ.IN. 3'-0"3'-0"SOLID WHITE TRAFFIC PAINT SYMBOL SOLID BLUE TRAFFIC PAINT BACKGROUND ALIGN AT END OF STALL NOTES: SYMBOL MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED AT ENTRANCE TO STALL) 9'-0" N O P A R K IN G SOLID WHITE TRAFFIC PAINT SYMBOL 12" HIGH LETTERS 4" WIDE BLUE COLOR STRIPS AT 3'-0" O.C. 4" WIDE BLUE COLOR STRIPS8 1/2"6"4'-0" 6" TYP 3"1'-0"MIN1/2" DIAMETER STEEL DOWEL NUMBER 4 CONTINUOUS REBAR GROUT HOLES A: PLAN B: ELEVATIONC: SECTION UNAUTHORIZED VEHICLES IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING PLACEARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT "ORANGE POLICE DEPARTMENT" OR BY TELEPHONING 714-744-7444 5'-0" (N) WHEEL STOP A-011 1 A-011 6 A-011 5 A-011 4 CURB CUT FOR ACCESSIBLE PATH OF TRAVEL FLEX. 9' - 10 1/8" REQ. HOLD 5' - 0" REQ. HOLD 11' - 0" (N) WHEEL STOP, TYP.A-011 2 REQ.4' - 0"19' - 0"TYP. 9' - 0" 9' - 0" 9' - 0" 9' - 0"TYP.17' - 0"1' - 4"15' - 8"A-011 2 TYP. A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 1/25/2019 4:01:25 PMTYPICAL PARKING DETAILS DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-011 Scale:N.T.S.8 TRUNCATED DOMES Scale:1/4" = 1'-0"6 FLARED CURB RAMP - FOR SLOPE REQUIREMENTS Scale:1/4" = 1'-0"3 TOW AWAY SIGNAGE Scale:3" = 1'-0"1 VAN ACCES. PARKING SIGN Scale:1" = 1'-0"4 ACCESSIBLE PARKING ISA SYMBOL Scale:1/2" = 1'-0"5 ACCESSIBLE AISLE AND SIGNAGE Scale:1/4" = 1'-0"7 ACCESSIBLE PARKING DETAIL Scale:1/4" = 1'-0"9 TYPICAL PARKING DETAIL Scale:1" = 1'-0"2 WHEEL STOP DETAIL TYP. NO. DESCRIPTION DATE WV NOTES: OCCUPANT USE AND LOAD FACTOR IS BASED ON CBC TABLE 1004.1.2 EGRESS CALCULATIONS EXIT #NUMBER OF OCCUPANTS WIDTH FACTOR REQUIRED WIDTH** PROVIDED WIDTH EXIT 1 46 0.2 9.2"36" EXIT 2 2 0.2 .4" 36" REQUIRED EXITS NUMBER OF EXITS REQUIRED 1 2NUMBER OF EXITS PROVIDED NOTES: ACCESSIBLE MEANS OF EGRESS PER CBC 1009. **MINIMUM WIDTH REQUIRED IS 32" PER CBC 1010.1.1. *** 2ND EXIT IS NOT REQUIRED PER CBC 1006.1 DUE TO OCCUPANCY LESS THAN 49 NOTES: *OCCUPANT USE AND LOAD FACTOR PER CPC OCCUPANT LOAD FACTOR TABLE A. ** PER CBC OCCUPANT LOAD FACTOR TABLE A NOTE ** ACCESSORY AREAS ARE EXCLUDED FROM OCCUPANY. *** PER CBC OCCUPANT LOAD FACTOR TABLE A NOTE * AREAS NOT SPECIFICALLY LISTED SHALL BE BASED ON SIMILAR USES (COMMERCIAL, KITCHEN AND BUSINESS ARE SIMILAR TO GROUP B). PLUMBING FIXTURE QUANTITY REQUIRED FIXTURES FEMALE MALE WATER CLOSETS 1 1 1* 1* N/A 1 N/A 0 2 2 NOTES: *THE TOTAL NUMBER OF PLUMBING FIXTURES REQUIRED DETERMINED PER CPC TABLE 422.1. **DRINKING FOUNTAIN IS NOT REQUIRED PER CPC 415.2, WATER FILLING STATION PROVIDED. FEMALE MALE PROVIDED FIXTURES 1 1** URINALS LAVATORIES DRINKING FOUNTAINS SERVICE SINK 1 2 ACCESSIBLE SEATING CALCULATIONS TYPE SURFACE HEIGHT PROVIDED REQUIRED TO BE ACCESSIBLE (5%) PROVIDED THAT IS ACCESSIBLE TABLE SEATING 30" - 34" 9 1 1 SOFT SEATING 30"-34" 1 18 BUILT-IN SEATING N/A TOTAL N/A N/A N/A 17 2 2 EQ EQ 1 2 EXIT 2 EXIT 1 46 2 48" 30" 19"670 SF CUSTOMER SEATING AREA 16 167 SF POS AND BARISTA STATION 18 266 SF SCULLERY/STORAGE 19 54 SF TOILET ROOM 1 20 54 SF TOILET ROOM 2 21 2033 13 46 A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 EGRESS PLAN DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-110 PLUMBING OCCUPANCY CALCULATIONS Name Room Number Area Plumbing Occupancy* Plumbing Load Factor * Plumbing Occupant Load CUSTOMER SEATING AREA 16 670 SF POS AND BARISTA STATION 18 167 SF SCULLERY/STORAG E 19 266 SF TOILET ROOM 1 20 54 SF TOILET ROOM 2 21 54 SF 1210 SF 0 KEYNOTES PER SHEET NOTE DESCRIPTION Scale:1/4" = 1'-0"1 EGRESS PLAN OCCUPANCY SCHEDULE ROOM NAME RM. NUM.OCCUPANCY TYPE AREA SF PER OCC. OCCUPANT LOAD CUSTOMER SEATING AREA 16 UNCONCENTRATED ASSEMBLY 670 SF 15 SF 45 POS AND BARISTA STATION 18 KITCHEN 167 SF 200 SF 1 SCULLERY/STORAG E 19 KITCHEN 266 SF 200 SF 2 TOILET ROOM 1 20 N/A 54 SF 0 SF 0 TOILET ROOM 2 21 N/A 54 SF 0 SF 0 1210 SF 48 NO. DESCRIPTION DATE ELEC.METERSEXIT SP SPSWH 1'-10" 1'-4" 6'-8"4'-9 1/2"27'-2"20'-2" 4'-9 1/2"10'-3 1/2"9'-10 1/2"27'-2"3'-4" 5'-0"5'-0"8'-9" 3'-4"25'-5"60'-10" 19'-1 1/2"39'-5" 2'-0" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0"2'-1" 6'-8"25'-3"26'-8" 2'-9" 4'-0" 2'-0" 4'-0" 11'-6"1'-0" 60'-10" 9 1/2"8"1'-6"6'-4 1/2"12'-4"5 1/2"12'-1"12'-5"13'-2"2'-9 1/2"9'-8 1/2"6'-8"8"1'-1"1 2 B A T +1"+1"(E) AUTO REPAIR SHOP, S-1 GROSS AREA: 1,665 SQFT 10' - 8" 4' - 0" 2' - 0" 4' - 0"1' - 4"2' - 6"A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 FLOOR PLAN - EXISTING Author Checker Approver JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-112-E Scale:1/4" = 1'-0"1 EXISTING FLOOR PLAN NO. DESCRIPTION DATE WV A-200 1 A-201 2 A-201 1 A-2002 27' - 2"22' - 11"9' - 8" 3' - 0" 9' - 8" 3' - 0" 9' - 8" 2' - 11"27' - 4 1/2"ø 5 ' - 0 " 1' - 6" ø 5 ' - 0 " 30"48"30"48" 1' - 7"1' - 7"30"48" 9' - 0"SLIDING GATE6' - 3 5/8"10' - 0 1/2"6 5 6 5 7 8 9 10 1 2 3 4 11 3 4 2 1 3' - 4 7/8" 4' - 0"4' - 0"4' - 6"5' - 0" 4' - 0"4' - 0"4' - 6"5' - 0"5' - 0"4' - 6"4' - 6"5' - 0"A-003 1 A-003 7 0' - 4 7/8" NOTE: METAL STUDS TO COMPLY WITH ICC ESR-1166P, MANUFACTURER: DIETRICH POWDER DRIVEN PINS TO COMPLY WITH ICC ESR-2269, MANUFACTURER: HILTI 3 5/8" METAL FRAMING SOUND BATT INSULATION PROVIDE BLOCKING AS REQUIRED FOR MILLWORK AND EQUIPMENT ATTACHMENT TERMINATE GYP AT CEILING IF PRESENT 5/8" TYP X GYP 5/8" TYPE X GYP. BD. IF NEEDED BOTTOM OF CEILING STRUCTURE 0' - 1"0' - 0 3/4"0' - 0 3/4" DEFLECTION GAP DEFLECTION TRACK WAFER HEAD SCREW IN EACH FALANGE POWDER DRIVE PIN CONTINUOUS SEALANT JOINT 0' - 4 7/8"@ 16" O.C.3 5/8" NOM. STUD0' - 7 1/4" 6" METAL FRAMING SOUND BATT INSULATION PROVIDE BLOCKING AS REQUIRED FOR MILLWORK AND EQUIPMENT ATTACHMENT TERMINATE GYP AT CEILING IF PRESENT 5/8" TYP X GYP 5/8" TYPE X GYP. BD. IF NEEDED BOTTOM OF CEILING STRUCTURE NOTE: METAL STUDS TO COMPLY WITH ICC ESR-1166P, MANUFACTURER: DIETRICH POWDER DRIVEN PINS TO COMPLY WITH ICC ESR-2269, MANUFACTURER: HILTI WAFER HEAD SCREW IN EACH FALANGE POWDER DRIVEN PIN CONTINUOUS SEALANT JOINT 0' - 1"DEFLECTION GAP DEFLECTION TRACK 0' - 0 3/4"0' - 0 3/4" 0' - 7 1/4"@ 16" O.C.6" NOM. STUDWALL ASSEMBLY PLAN WALL ASSEMBLY SECTION 3 5/8" METAL FRAMING 5/8" TYPE X GYP OR 5/8" CEMENT BOARD, SEE WALL SCHEDULE PROVIDE BLOCKING AS REQUIRED FOR MILLWORK AND EQUIPMENT ATTACHMENT 3 5/8" TOP TRACK 0' - 4 7/8"@ 16" O.C.6" NOM. STUD0' - 4 7/8" INSTALL 6'-4" TALL STEEL CORNER GUARD/WAL CAP DIRECTLY ABOVE BASE. PROVIDE WALL CAP AT ALL LOCATIONS WHERE WALL IS 6" OR LESS IN WIDTH. MECHANICALLY ATTACH CORNER GUARD/WALL CAP WITH SCREWS @ 2" O.C. (TWO SCREWS MIN. TO MATCH CORNER GUARD FINISH) WALL PARTITIONS A: CORNER GUARD B: WALL CAP 0' - 1 1/2"0' - 1 1/2"VARIES0' - 1 1/2"DEFLECTION TRACK DEFLECTION GAP WAFER HEAD SCREW IN EACH FLANGE 5/8" TYPE X GYP. BD. 5/8" TYPE X GYP. BD. 3-5/8" METAL FRAMING POWDER DRIVEN PIN CONTINUOUS SEALANT JOINT BOTTOM OF STRUCTURE 0' - 1"0' - 0 3/4" MAX0' - 0 3/4" MAX A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 FLOOR PLAN - PROPOSED DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-112-P KEYNOTES PER SHEET NOTE DESCRIPTION Scale:1/4" = 1'-0"6 ANNOTATION PLAN Scale:1 1/2" = 1'-0"1 FULL HEIGHT PARTITION A Scale:1 1/2" = 1'-0"2 FULL HEIGHT PARTITION B Scale:1 1/2" = 1'-0"3 LOW KNEE WALL Scale:3" = 1'-0"4 CORNER GUARD DETAIL Scale:3" = 1'-0"5 DEFLECTION TRACK NO. DESCRIPTION DATE T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" 19' - 11 1/2" SLIGHT SET-BACK IN BLDG FACE 40' - 10 1/2" PT-1 PT-1 PT-2 REPLACE (E) STOREFRONT W/ (N) STEEL SASH OR SIM. SEE REFERENCE PHOTO ON AX.XX 5' - 0 1/8"7' - 4 1/2"PT-3 2' - 11" (N) ROLL-UP SYSTEM, FIXED 9' - 8"3' - 0" (N) ROLL-UP SYSTEM, OPERABLE 9' - 8"3' - 0" (N) ROLL-UP SYSTEM, FIXED 9' - 8"2' - 11 1/2"3' - 5 1/2"16' - 6" (E) CANOPY, REPAINTED 26' - 1 5/8"8' - 4"T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6"3' - 10"5' - 6"15' - 0"B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" PT-2 PT-1 (E) MTL PANEL, PAINT AS NOTED (E) TRIM, PAINT AS NOTED 4' - 5" 5' - 0" 7' - 8" 5' - 0" 5' - 1 1/4" 27' - 2"6' - 0"SLIDING GATE 5' - 0" (E) STEEL SASH WINDOWS PT-1 T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" (E) STOREFRONT SYSTEM, TO BE REPLACED WITH STEEL SASH SYSTEM OR SIM. SEE REFERENCE PHOTO ON AX.XX (E) DOOR TO REMAIN, WITH TRANSOM (E) CANOPY, TO BE REPAINTED TO BE REPLACED, SEE NOTE 15' - 11" 0' - 4 1/2" TO REMAIN 3' - 5 1/2" (N) ROLL-UP SYSTEM TO BE REPLACED WITH TYP.TYP. (E) ENAMLED STEEL PANEL CLADDING, TO BE REPAINTED T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" 4' - 5" 5' - 0" 8' - 9" 5' - 0" 4' - 0"15' - 3 1/2"27' - 2"3' - 10"5' - 6"5' - 8"(E) ENAMLED STEEL PANEL CLADDING, TO BE REPAINTED (E) STEEL SASH WINDOWS, TO REMAIN (E) DECORATIVE TRIM, TO BE REPAINTED T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 ELEVATIONS DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-200 Scale:1/4" = 1'-0"1 PROPOSED EAST ELEVATION Scale:1/4" = 1'-0"2 PROPOSED NORTH ELEVATION Scale:1/4" = 1'-0"3 EXISTING EAST ELEVATION Scale:1/4" = 1'-0"4 EXISTING NORTH ELEVATION Scale:1/4" = 1'-0"5 RENDERED NORTH ELEVATION Scale:1/4" = 1'-0"6 RENDERED EAST ELEVATION (N) WOOD GATE(N) WOOD FENCEBLACK STEEL BOX PLANTER, HEIGHT @ 2'-6" 1'-0" BLACK STEEL BOX PLANTER, ON 2'-6" BLACK STEEL STILTS, TYP. (N) WOOD FENCE SEE SIGNAGE PACKAGE, FOR EXTERIOR SIGNAGE DETAILS SUN SAILS HEIGHT ALIGNED WITH (E) CANOPY, SEE RENDERINGS ON A-202/203 FOR DESIGN INTENT SUN SAILS HEIGHT ALIGNED WITH (E) CANOPY, SEE RENDERINGS ON A-202/203 FOR DESIGN INTENT BLACK STEEL BOX PLANTER, HEIGHT @ 2'-6" 1'-0" BLACK STEEL BOX PLANTER, ON 2'-6" BLACK STEEL STILTS, TYP. NO. DESCRIPTION DATE T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0"15' - 0"(N) DOOR, TO BE LOCATED WITHIN THE BOUNDARIES OF EXISTING WINDOW OPENING 2' - 8 1/8" (N) OPENING 3' - 4"4' - 7 7/8" (E) OPENING 3' - 4"2' - 8" (E) OPENING 3' - 4" SET-BACK FOR PROPOSED (N) GATE 16' - 0 1/2" (N) TRASH ENCLOSURE PER ORANGE STANDARD PLAN, SEE A-003 FOR DETAIL VIF 60' - 10" 6' - 9 3/4"TRASH ENCLOSURE5' - 0"T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" 16' - 5 1/2"10' - 11"4' - 2"9' - 3"PT-3 PT-1 PT-2 REPLACE (E) STOREFRONT W/ (N) STEEL SASH SYSTEM OR SIM. SEE REFERENCE PHOTO ON A-003 PT-1 (N) MTL DOORS, FIXED W/ NO HWDR, COLOR TO MATCH FACADE (E) ELECTRICAL METER (N) TRANSOM WINDOW WITH OPAQUE GLASS PT-1 1' - 4" 2' - 6" 4' - 11 1/4" 2' - 6"VIF7' - 2"VIF2' - 1"T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" (E) WINDOW OPENING, TO BE DEMO'D TO F.F. FOR DOOR OPENING T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" (E) MTL DOOR STUCCO INFILL OF WHERE DOOR USED TO EXIST, TO BE RESTORED. (E) ELECTRICAL METER (E) STUCCO TRANSOM (E) ENAMLED STEEL PANEL CLADDING,TO BE REPAINTED (E) DECORATIVE TRIM, TO BE REPAINTED (E) STOREFRONT SYSTEM, TO BE REPLACED WITH STEEL SASH SYSTEM OR SIM. SEE REFERENCE PHOTO ON AX.XX (E) CANOPY, TO BE REPAINTEDVIF2' - 7"VIF6' - 8"T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" T.O. FINISH FLOOR 0' -0" B.O. SOFFIT 12' -6" B.O. CANOPY 9' -3" T.O. PARAPET 15' -0" A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 1/25/2019 4:01:36 PMELEVATIONS DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-201 Scale:1/4" = 1'-0"1 PROPOSED X ELEVATION Scale:1/4" = 1'-0"2 PROPOSED SOUTH ELEVATION Scale:1/4" = 1'-0"3 EXISTING X ELEVATION Scale:1/4" = 1'-0"4 EXISTING SOUTH ELEVATION Scale:1/4" = 1'-0"5 RENDERED SOUTH ELEVATION Scale:1/4" = 1'-0"6 RENDERED X ELEVATION (N) WOOD FENCE SUN SAILS HEIGHT ALIGNED WITH (E) CANOPY, SEE RENDERINGS ON A-202/203 FOR DESIGN INTENT BLACK STEEL BOX PLANTER, HEIGHT @ 2'-6" BLACK STEEL BOX PLANTER, HEIGHT @ 2'-6" (N) WOOD GATE(N) TRASH ENCLOSURE PER ORANGE STANDARD PLAN, SEE A-003 FOR DETAIL NO. DESCRIPTION DATE A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 1/25/2019 4:01:38 PMEXTERIOR FOR REFERENCE ONLY DV | RS ERICA NELLES ERICA NELLES JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-202 NO. DESCRIPTION DATE A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 EXTERIOR FOR REFERENCE ONLY Author Checker Approver JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 A-203 NO. DESCRIPTION DATE A B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 FN | PN SN SN JANUARY 23, 2019 50101169/1837ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 NO.DESCRIPTION DATE A B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 FN | PN SN SN JANUARY 23, 2019 50101169/1837ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 NO.DESCRIPTION DATE A 54321 B C D SCALE APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. REVISIONS SEAL KEY PLAN 08.31.2019 SIGNAGE PACKAGE Author Checker Approver JANUARY 29, 2019 50101169ORANGEPHILZ COFFEELAND USE PROJECT APPLICATION202 N. GLASSELL ST. ORANGE, CA 92866Dewberry 1760 Creekside Oaks Dr. #280 SACRAMENTO, CALIFORNIA 95833 9162397244 SG-1 NOTE: N.T.S. FOR REFERENCE ONLY NOTE: N.T.S. FOR REFERENCE ONLY NOTE: N.T.S. FOR REFERENCE ONLY NOTE: N.T.S. FOR REFERENCE ONLY NO. DESCRIPTION DATE