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Home My WebLink AboutItem 2 - ARCH-0430-2019 (862 Aerovista)Meeting Date: November 4, 2019 Item Number: 2 Item No. 1 ARCHITECTURAL REVIEW COMMISSION REPORT PROJECT DESCRIPTION AND SETTING The proposed project consists of a two-story, 35,908-square foot office structure (Attachment 1, Project Plans). The project site is located at 862 Aerovista Place and is currently undeveloped land, within the Airport Area Specific Plan. The project is very similar in design and function to the adjacent development located at 892 Aerovista Place. The proposed project also includes site improvements such as parking lots, site access upgrades, landscaping upgrades, and minor improvements to the unnamed drainage tributary that daylights along the north and west property lines (Attachment 2, Biological Assessment). General Location: The 2.41-acre project site is located on a vacant parcel midblock of Aerovista Place between Broad Street and Airport Drive, with direct access from Aerovista Place. Present Use: Vacant Land Zoning: Business Park (BP-SP) within the Airport Area Specific Plan General Plan: Business Park Surrounding Uses: East: Medical and Financial Offices West: Vacant Land North: Auto Body Repair, County Land South: Aerovista Business Park (Offices and Brewery) PROPOSED DESIGN Architecture: Contemporary Architectural Design Design details: Flat roof system with varying roof heights, vertical windows, outdoor sitting areas, trash enclosures, upper level balcony, and metal awnings. Materials: Stucco, wood composite siding, aluminum awnings and storefront system. Colors: Primary off-white, secondary light brown and grey, and black awnings and storefront. FROM: Shawna Scott, Senior Planner BY: Kyle Bell, Associate Planner PROJECT ADDRESS: 862 Aerovista Place FILE NUMBER: ARCH-0430-2019 APPLICANT: Quaglino Properties, LLC REPRESENTATIVE: Frances Gibbs ____________________________________________________________________________________________________ For more information contact: (Kyle Bell) at 781-7524 or kbell@slocity.org Figure 1: Subject Property Packet Page 5 ARCH-0430-2019 (862 Aerovista Place) Page 2 FOCUS OF REVIEW The ARC’s role is to 1) review the proposed project in terms of its consistency with the Airport Area Specific Plan (AASP) design guidelines, Community Design Guidelines (CDG), and applicable City Standards and 2) provide comments and recommendations to the Planning Commission. Airport Area Specific Plan: http://www.slocity.org/home/showdocument?id=4294 Community Design Guidelines: https://www.slocity.org/home/showdocument?id=2104 DESIGN GUIDELINES/DISCUSSION ITEMS The proposed development must be consistent with the requirements of the General Plan, Zoning Regulations, AASP, and CDG. Staff has identified the discussion items below related to consistency with AASP Chapter 5 (Community Design), CDG Chapter 3.4.C (Offices Design Guidelines). Highlighted Sections Discussion Items AASP Chapter 5 – Design Guidelines §Goal 5.1 Streetscape The ARC should discuss the building location in proximity to the street and the design of the double loaded parking bay between the street and the front of the building. §Goal 5.3 Outdoor Pedestrian Areas The ARC should discuss whether the proposed outdoor areas are sufficient in achieving the goals for providing an attractive and comfortable area for employees, clients, and visitors. §Goal 5.4 Parking Areas The ARC should discuss whether the parking areas are designed to be visually subordinate to the development and landscape setting. §Goal 5.9 Architectural Character The ARC should discuss whether the architectural design provides sufficient variation and distinction in context of the surrounding neighborhood “Repetitive and/or stock design solutions should be avoided.” §Goal 5.14 Colors The ARC should discuss the proposed color scheme in context of the surrounding landscape and existing buildings, and whether the colors provide sufficient variety and distinction in proximity to the similar adjacent development at 892 Aerovista Place. For additional information, please refer to the applicant’s assessment regarding consistency with the AASP and CDG (Attachment 1, Project Plans; Sheet T-14, Consistency Matrix). Figure 2: Images of similar adjacent structure. Packet Page 6 ARCH-0430-2019 (862 Aerovista Place) Page 3 PROJECT STATISTICS Site Details Proposed Allowed/Required* Setbacks Street to Building Street to Parking Other Property Lines 87 feet 18 feet 58 feet 16 feet 10 feet None Maximum Height of Structures 34.5 feet 45 feet Floor Area Ratio (FAR) 0.34 0.6 Building Coverage 19% 90% Public Art Paying In-Lieu Fee Optional Total # Parking Spaces Electric Vehicle Parking Bicycle Parking 169 12 EV Ready 24 120 45 EV Ready 24 Environmental Status Project is categorically exempt from environmental review (CEQA) under Section 15332 (In-Fill Development Projects) and under Section 15333 (Small Habitat Restoration Projects). *2019 Zoning Regulations & Margarita Area Specific Plan ACTION ALTERNATIVES 6.1 Recommend approval of the project. An action recommending approval of the application will be forwarded to the Planning Commission for final action. This action may include recommendations for conditions to address consistency with the AASP Design Guidelines and Community Design Guidelines. 6.2 Continue the project. An action continuing the application should include direction to th e applicant and staff on pertinent issues. 6.3 Recommend denial the project. An action recommending denial of the application should include findings that cite the basis for denial and should reference inconsistency with the General Plan, AASP, CDG, Zoning Regulations or other policy documents. ATTACHMENTS 1.Project Plans 2.Biological Assessment Packet Page 7 No. C-26942ðêðê1923T - 1.1TITLE SHEET815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESPROJECT SUMMARYSAN LUIS OBISPO, CA862 AEROVISTA PLACEVICINITY MAPSYMBOLS11AADIRECTORYGENERAL NOTESSITESHEET INDEXPacket Page 8 No. C-26942ðêðê1923T - 1.2BUILDING PHOTOS815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIES862 AEROVISTA PLACEPacket Page 9 No. C-26942ðêðê1923T - 1.3GREEN BUILDING NOTES815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESDSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 2 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAttachment 1 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE Division of the State Architect – Structural Safety (DSA-SS) (CCR, Title 24, Part 11) APPLICATION MATRIX Mandatory Chapter 5 DIVISION 5.1 - PLANNING AND DESIGNSITE DEVELOPMENT 5.106.4.2 Bicycle parking. For public schools and community colleges comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.8 Light pollution reduction. Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uplight and Glare (BUG) ratings as defined in IESNA TM-15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: 1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 3 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 Note: See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. Table 5.106.8 Maximum Allowable Backlight, Uplight, and Glare (BUG) Ratings 5.106.10 Grading and paving. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. DIVISION 5.2 - ENERGY EFFICIENCYGENERAL 5.201.1 California Energy Code. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. New construction, additions, and alterations must comply with the California Energy Code. Refer to California Energy Code Table 100.0-A DIVISION 5.3 - WATER EFFICIENCY AND CONSERVATION INDOOR WATER USE 5.303.3 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank-Type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall mounted Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor mounted urinals. The effective flush volume of floor mounted or other urinals shall not exceed 0.5 gallons per flush. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 5 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 OUTDOOR WATER USE 5.304.6 Outdoor potable water use in landscape areas. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources’ Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DIVISION 5.4 - MATERIAL CONSERVATION AND RESOURCE EFFICIENCY WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code, Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer’s installation instructions, or local ordinance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measures by the following methods: 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least four feet in depth. 2. The door is protected by a roof overhang at least four feet in depth. 3. The door is recessed at least four feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Installed flashing integrated with a drainage plane. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 6 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 DIVISION 5.4 - MATERIAL CONSERVATION AND RESOURCE EFFICIENCY CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 Construction waste management. Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plant that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste management company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65 percent minimum requirement as approved by the enforcing agency. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 7 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 BUILDING MAINTENANCE AND OPERATION 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption of Public Resources Code 42649.82 (a)(2)(A) et seq. will also be exempt from the organics waste portion of this section. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s website. DIVISION 5.5 ENVIRONMENTAL QUALITY POLLUTANT CONTROL 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants, and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene, and trichloroethylene), except for aerosol products as specified in Subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT; TABLE 5.504.4.2 - SEALANT VOC LIMIT DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 8 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3, shall be determined by classifying the coating as a Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4 Carpet systems. All carpet installed in the building interior shall meet at least one of the following testing and product requirements: 1. Carpet and Rug Institute’s Green Label Plus Program. 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version1.1, February 2010 (also known as CDPH Standard Method V1.1. or Specification 01350) 3. NSF/ANSI 140 at the Gold level or higher. 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard, and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB’s Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted by the ATCM must meet the specified emission limits as shown in Table 5.504.4.5. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 9 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following : 1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program; 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database; or 4. Products certified under the UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: 1. An ASHRAE 10-percent to 15-percent efficiency filter shall be permitted for an HVAC unit meeting the 2016 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at the design air flow. 2. Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. INDOOR MOISTURE CONTROL5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code. INDOOR AIR QUALITY 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the 2016 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 10 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 ENVIRONMENTAL COMFORT5.507.4 Acoustical control. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413 or Outdoor–Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirement of this section and all subsections apply only to new construction. 5.507.4.1 Exteriors noise transmission prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1 Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dBLeq-1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq -1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site features. Exterior features such as sound wall or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 11 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC rating may be found at the California Office of Noise Control website. OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Install HVAC and refrigeration and fire suppression equipment shall comply with 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs) Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons Install HVAC,refrigeration and fire suppression equipment that do not contain Halons. DSA PROJECT SUBMITTAL GUIDELINE-4 GL-4 (rev 03-10-17) Page 4 of 11DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIAAPPLICATION MATRIX Mandatory Chapter 5 5.303.3.3 Showerheads 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the showerhead shall be designed to allow only one shower outlet to be in operation at one time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Non-residential lavatory faucets. Non-residential lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per cycle/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.6 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. GREEN BUILDING NOTESPacket Page 10 No. C-26942ðêðê1923T - 1.4DESIGN STANDARDS815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESPacket Page 11 Packet Page 12 No. C-26942ðêðê1923AC-1SITE PLAN815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESSITE PLAN1/16" = 1' - 0"KEY SITE PLAN1" = 50' - 0"6162515263FH862 AEROVISTAPROPOSED BUILDINGFH892 AEROVISTAM O T O R C Y C L EM O T O R C Y C L EMOTORCYCLEE VONLYE VONLYE VONLYCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVFH862 AEROVISTAEXIST BUILDINGPROPOSED BUILDINGFHTRASH GATENO SCALENOTE:TRASH ENCLOSURE1/2"GATE JAMB3"GATE LATCH3"BIKE RACKS3/4"SITE PLAN REFERENCE NOTESPacket Page 13 &'#%!%"!"# &'#%!%"" '&'#%!%"" '&'#%!%"" '&'#%!%"" '&'#%!%"!"# & "& "("%%#("&'#%!*'%!%&#%'"'#"%',$ #%'"'#"%',$ !!$%#$#&( "%#)&'$ "'%$& " '& " & #$&!"'"$ ( $%$!$( &'#%!%"&!"'$%$!&'#%!%"&!"'$%$!&($% #'#"&&#*"#"$!&*%&'#%!%"&!"'$%$! "#%'"'#"%$%#$#&*' "%S56º26'0N67º20'09"E 290.07'DRAINAGE A.C. PARKING ARA.C. PARKING ARA.C. PARKING AR48" RCP STORM PPacket Page 14 ## "+&'"$%#$#& &%$'#"&*%!"# &*% "#('&%) '% **'%&((' '&&%)!'%**'%#( &%)!'%**'%&*% '% %,%"'&'#%!%"!"# &'#%!%"'&"') )*'% "%)',&*% "&'#%!%"("%%#("& "("%%#("(' ', " #'#"("%%#(" '% "("%%#(" ' )&#" "("%%#("' $#" "%'#*,&!"'"'% "+&'"$%#$#& &%$'#"%#)&'$ "'%$& " '$##($%#$#&( " & #$&!"'"$ ( $%$!$( &'#%!%"&!"'$%$!&'#%!%"&!"'$%$!&($% #'#"&&#*"#"$!&*%&'#%!%"&!"'$%$!!!#""!#&#!'"#&#! '"#&#! '"#!(!# ##'"#&#!#!!#$&!%#!!# &#!#!!# &#!#!!# !!# !(!#""(!# &#!#!# !$#!# !#'"#!(!#""&!# "&!'"#"&! "&!#!!# ##'"# "&!#!% " %(%&" #"%)& DRAINAGE BAA.C. PARKING ARA.C. PARKING ARA.C. PARKING AR48" RCP STORM PS56º26'06N67º20'09"E 290.07'Packet Page 15 $##(#"Packet Page 16 No. C-26942ðêðê1923A - 1.1FIRST FLOOR PLAN815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESFIRST FLOOR PLAN1/8" = 1' - 0"Packet Page 17 No. C-26942ðêðê1923A - 1.2SECOND FLOOR PLAN815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESSECOND FLOOR PLAN1/8" = 1' - 0"Packet Page 18 No. C-26942ðêðê1923A - 3.1BUILDING SECTIONS815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESBSECTION1/8" = 1' - 0"DSECTION1/8" = 1' - 0"ASECTION1/8" = 1' - 0"CSECTION1/8" = 1' - 0"SECTION REFERENCE NOTES Packet Page 19 No. C-26942ðêðê1923A - 4.1EXTERIOR ELEVATIONS815 FIERO LANESAN LUIS OBISPOCA 93401(805) 543-0560SAN LUIS OBISPOCA 93401862AEROVISTAPLACEQUAGLINOPROPERTIESEXTERIOR ELEVATIONS1/8" = 1' - 0"COLOR SCHEDULE862862ELEVATION REFERENCE NOTESPacket Page 20 !"#!$ !%&'())! * $! %#+,($*)-&$ !-$.(!""* /!(0!#"( !"!$&()- # 1"& !)1()- !)1 () !)1 +" &2!#"& 3!""! !" !"#$ " !"" !"%#$4 " !"" !"%# 5 $&'()*!&)+*",!)&"&"$-&&&'")**")*."*!# +$" !" ++*",/0*1,"1*2"'"!"*223$-&## #"!""## 1"&*)-&$ 6 /!7 / /!78/ 68/!."!!)&"*1&)&#4 #4 #4 #5 #5!."!!)&"*1&)&#4 $#4 #$4 #5 #5&"*!&)&#4 #$4 #4 #%5 #$5*"#4 #4 #4 $#5 #5**1,"#4 #4 #4 & & ()! &#!"&&' !-$ 9 : ; &#!"&/ "!"& $" %#$ #% # # $# # #%$ (# # # $# # # ($# # # %# #$ # ($#% # # #$ #% %#% $%#$ # # # # # # # # #$ # #% $#$ # # #$ # # %# # # #$ # %#% # # # #$ # #$ #$ # # $$#$ # # ($%# # # %$#$ # # (# # # #$ # #% # # # # # #$ (#$ # # # # # #% # # # # # #$ # # # # #% # # # $# # # # # # $# # # (#$ # # $# # # (#$ # # $# #$ # # # # %#% # %# %# # # %# # #% #% # # %# # # (# # # # # # ($# # # # # # (%# # # %# # #% # # # %$# #E - 1Packet Page 21 !"#!$ !%&'())! *E - 2Packet Page 22 Packet Page 23 Packet Page 24 Packet Page 25 Packet Page 26 Packet Page 27 Packet Page 28 Packet Page 29 Packet Page 30 Packet Page 31 Packet Page 32 Packet Page 33 Packet Page 34 Packet Page 35 Packet Page 36 Packet Page 37 Packet Page 38 Packet Page 39 Packet Page 40 Packet Page 41 Packet Page 42 Packet Page 43 Packet Page 44 Packet Page 45 Packet Page 46 Packet Page 47 Packet Page 48 Packet Page 49 Packet Page 50 Packet Page 51 Packet Page 52 Packet Page 53 Packet Page 54 Packet Page 55 Packet Page 56 Packet Page 57 Packet Page 58 Packet Page 59 Packet Page 60 Packet Page 61 Packet Page 62 Packet Page 63 Packet Page 64 Packet Page 65 Packet Page 66 Packet Page 67 Packet Page 68 Packet Page 69 Packet Page 70