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Item 3.2 TOWN OF LOS ALTOS HILLS Staff Report to the Planning Commission .Tune 3, 2010 SUBJECT: A SITE DEVELOPMENT PERMIT FOR A NEW TWO STORY RESIDENCE WITH A BASEMENT, SWIMMING POOL, AND POOL HOUSE; LANDS OF ZIOHANA 693 LLC; 14160 DONELSON PLACE; FILE #57-10-ZP-SD-GD PROM: Nicole Horvitz, Assistant Planner fa APPROVED BY: Debbie Pedro, AICP, Planning Director RECOMMENDATION: That the Planning Commission: Approve the requested Site Development Permit for a new residence, swimming pool, and pool House (second unit), subject to the recommended conditions of approval in Attachment 1. BACKGROUND The subject property is located at the eastern end of the cul de sac on Donelson Place. The 'surrounding uses include single-family homes on adjacent parcels to the north, east, south, and across the street to the west. The applicant proposes to demolish an existing single story I esidence, pool, and tennis court and construct a new two story residence with basement, swimming pool, and pool house (second unit). CODE REQUIREMENTS I Per Section 10-1.508 (Estate Homes Ordinance) of the Municipal Code, this application for a new residence has been forwarded to the Planning Commission for review. The Zoning and Site Development sections of the Municipal Code are used to evaluate proposed projects including floor and development area limitations, grading, drainage, height, setbacks, visibility and parking requirements. iDISCUSSION - ISite Data: Gross LotArea: 2.149 acres Net Lot Area: 2.149 acres Average Slope: 7.59% Lot Unit Factor: 2.149 Floor Area and Development Area: Area (sq.ft) Maxiinum Existing Proposed Increase Remaining Development 32,235 19,292 32,035 12,743 200 Floor 12,894 3,431 12,695 9,264 199 (Basement 2,390) Staff Report to the Planning Commission Lands of Ziohana 693 LLC June 3, 2010 Page 2 of 11 Site and Architecture The applicant is requesting the approval of a Site Development Permit to construct an 11,960 square foot two story residence with a 2,390 square foot basement, a 1,202 square foot swimming pool and'a 734 square foot pool house (second unit). The subject parcel is 2.14 acres. The existing residence is located on a flat building pad along the north property line. A tennis court and pool. is located along the east property line. The average slope of the property is 7.59% .The proposed residence is sited in the same vicinity as the existing house. The new residence meets the setback, height, floor area and development area requirements established in Title 10, Zoning- and Site Development, of the Los Altos Hills Municipal Code. Per the Estate Home Ordinance, the minimum setbacks for proposed residence are 48' from the front property line and 36' from the sides and rear. The applicant has further increased the setbacks to 68' from the front property line and 51' for the sides and rear to take advantage of Municipal Code Section 10-1.504, which allows additional height of up to 32'. The new residence is located a minimum of 68' from the west (front) property line, 80' from the north (side) property line, 56' from the east (rear) property line, and 204' from the south (side) property line. The maximum building height on a vertical plane is 32' and the maximum overall height of the building (including chimneys and appurtenances) from the lowest point to the highest point is 35'. Proposed exterior materials consist of stucco, aluminum clad windows and doors, and a terra cotta roof. The basement level of the new residence has 2,390 square feet of area which includes a multipurpose room, wine cellar, vestibule, mechanical room, and bathroom. The basement is wholly underground and exempt from floor area calculations pursuant to Section 10-1.208 of the Municipal Code. The first floor has 5,898 square feet of living space with foyer, library, dining room, mud room, kitchen, breakfast room, laundry room, powder room, family room, two (2) bedrooms with bathrooms, and a 964 square foot four (4) car garage. The second floor has 5,098 square feet of living space with two (2) bedrooms with bathrooms, play room, gym, office, and the master bedroom and bathroom. Driveway & Parking The existing driveway will be removed and replaced with a new driveway and fire truck turnaround in the same vicinity. Pursuant to Section 10-1.601 of the Municipal Code, a total of five (5) parking spaces are required. The applicant is proposing a four (4) car garage and one exterior uncovered parking space located outside of the property line setbacks. Staff Report to the Planning Conunission Lands of Ziohana 693 LLC June 3, 2010 Page 3 of 11 Outdoor Lighting The applicant is proposing shielded lights located on the exterior of the residence (sheets A3.1 and A32). Staff has included condition #11 for outdoor lighting, requiring that fixtures be down shielded or have frosted glass, low wattage and shall not encroach or reflect on adjacent properties. The applicant has submitted lighting specifications indicating that all proposed fixtures will be shielded, downlights or have frosted glass. Trees & Landscaping The existing landscaping consists of a variety of trees including heritage oaks, redwoods, firs, pines, magnolias, acacias, and eucalyptuses. There are 52 trees proposed for removal with this application including 13 eucalyptuses and various species of trees. No oak trees are proposed for removal with this application. The proposed residence and development are located near four (4) heritage oak trees. An arborist has inspected the trees and prepared a report and a tree protection plan to protect the trees during construction (Attachment 6). A landscape screening and erosion control plan will be required after framing of the new residence (Condition of approval # 3). Furthermore, any landscaping required for screening or erosion control will be required to be planted prior to final inspection, and a maintenance deposit to ensure viability of plantings will be collected prior to final inspection. Drainage Water runoff generated from the new development will be collected in a storm -drain pipe around perimeter of the property and carried into a retention system. The sub drain collecting water near the driveway and fire truck turnaround will day light 30' away from the front property line. Pursuant to Section 10-2.503, Drainage Facilities Standards, of the Municipal Code, the Engineering Department has reviewed and determined that the proposed drainage design complies with Town requirements. The Engineering Department will review and approve the final drainage plan prior to acceptance of plans for building plan check. Final "as -built" grading and drainage will be inspected by the Engineering Department and any deficiencies will be required to be corrected prior to final inspection. Fire Department Review The Santa Clara County Fire Department has reviewed the proposal and is requiring a sprinkler system throughout all portions of the new residence (Attachment 2). Staff Report to the Planning Conirnission Lands of Ziohana 693 LLC June 3, 2010 Page 4 of 11 Green Building Ordinance This project is required to comply with the Town's Green Building Ordinance. The new residence is designed to achieve 84 points in Build it Green's GreenPoint Rated program. Geotechnical Review The Town's geotechnical consultant Cotton, Shires & Associates, Inc has reviewed the soil and foundation report prepared by Murray Engineers dated March 23, 2010 and recommends approval of the permit based on conditions and 18 a & b (Attachment 3). Committee Review The Pathways Committee recommends the applicant pay a pathway in lieu fee of $50.00 per linear foot of the average width of the property (Condition #27). The Environmental Design and Protection Committee commented that the large elm that is proposed to be removed near the existing pool, should be preserved along with the heritage oaks near the residence, the amount of lawn proposed, the use of copper gutters, and the standard skylight warning (Attachment 5). Neighbor Concerns To date staff has not received any comments from neighbors. CEQA STATUS The project is categorically exempt under CEQA per Sections 15303 (a) & (e). ATTACHMENTS 1. Recommended Conditions of Approval 2. Recommendations from Santa Clara County Fire Department dated April 15., 2010 3. Recommendations from Cotton, Shires, and Associates dated May 5, 2010 4. Recommendations from the Pathways Committee dated April 30, 2010 5. Comments from Environmental Design and Protection Committee dated April 29, 2010 6. Arborist Report 7. Worksheet #2 8. Green Point Rated Checklist 9. Development plans: site, MDA/MFA plans, floor plans, elevations, sections, tree status plan, landscape plan, maximum development area plan, grading and drainage plan, and site utility plan. Staff Report to the Planning Commission Lands of Zichana 613 LL C June 3, 2010 Page 5 of 11 ATTACHMENT 1 RECOMMENDED CONDITIONS FOR SITE DEVELOPMENT PERMIT FOR A NEW RESIDENCE WITH BASEMENT, SWIMMING POOL. AND POOL HOUSE LANDS OF ZIOHANA 693 LLC, 14160 DONELSON PLACE File # 57-10-ZP-SD-GD A. PLANNING DEPARTMENT: 1. No other modifications to the approved plans are allowed except as otherwise first reviewed and approved by the Planning Director or the Planning Commission, depending on the scope of the changes. 2. All existing Blue Gum (E. globulus), Pink Ironbark (E. sideroxylon rosea), River Red Gum (E. camaldulensis), Swamp Gum (E. rudis), Honey Gum (E. melliodora), or Manna Gum (E. viminalis) eucalyptus trees on the property located within 150' of any structures or roadways shall be removed prior to final inspection of the new residence. Removal of eucalyptus trees shall take place between the beginning of August and the end of January to avoid disturbance of nesting birds protected under the Federal Migratory Bird Treaty Act (MBTA) and California Department of Fish and Game Code Section 3500 et seq unless a nesting bird survey is first conducted and there is a determination that there are no active nests within the tree. 3. After completion of rough framing or at least six (6) months prior to scheduling a final inspection, the applicant shall submit landscape screening and erosion control plans for review by the Planning Commission. The application for landscape screening and erosion control shall be accompanied by the applicable fee and deposit. The plans shall be reviewed at a noticed public hearing. Attention shall be given to plantings which will be adequate to break up the view of the new residence from surrounding properties and streets. All landscaping required for screening purposes and for erosion control (as determined by the City Engineer) must be installed prior to final inspection of the new residence. 4. A landscape maintenance deposit in the amount of $5,000 shall be posted prior to final inspection. An inspection of the landscape to ensure adequate establishment and maintenance shall be made two years after the installation. The deposit will be released at that time if the plantings remain viable. 5. Prior to beginning any grading operation, all significant trees, particularly the heritage oak trees, are to be fenced at the drip line. The fencing shall be of a material and structure (chain-link) to clearly delineate the drip line. Town staff must inspect the fencing and the trees to be fenced prior to commencement of Staff Report to the Planning Commission Lands of Ziohana 693 LLC June 3, 2010 Page 6 of 11 grading. The property owner shall call for said inspection at least three days in advance of the inspection. The fencing must remain throughout the course of construction. No storage of equipment, vehicles or debris shall be allowed within the drip lines of these trees. Existing perimeter plantings shall be fenced and retained throughout the entire construction period. 6. The applicant shall follow the arborist report prepared by McClenahan Consulting, LLC dated March 21, 2010, with tree protection measures for the heritage oak trees located on the property. The applicant shall submit a report from a certified arborist regarding the health of the trees. and that the tree protection measures suggested by the arborist were followed during the construction, prior to final inspection of the new residence. 7. Prior to requesting the foundation inspection, a registered civil engineer or licensed land surveyor shall certify in writing and state that "the location of the new residence, roof eaves and cabana are no less than 68' from the f ont property line and 51 ' from the side and rear property lines." The elevation of the new residence shall be similarly certified in writing to state that "the elevation of the new residence and cabana matches the elevation and location shown on the Site Development plan." The applicant shall submit the stamped and signed letter(s) to the Planning Department prior to requesting a foundation inspection and prior to final inspection. 8. Prior to requesting the final framing inspection, a registered civil engineer or licensed land surveyor shall certify in writing and state that "the height of the new residence and cabana complies with the 32' maximum structure height, measured as the vertical distance at any point from the bottom of the crawl space or basement ceiling if excavated below natural grade, to the highest part of 'the structure directly above (including roof materials)." The overall structure height shall be similarly certified in writing and state that "all points of the building (including chimneys and appurtenances) lie within a thirty-five (35) foot horizontal band based, measured from the lowest visible natural or finished grade. topographical elevation of the structure along the building line and the highest topographical elevation of the roof of the structure." The applicant shall submit the stamped and signed letter(s) to the Planning Department prior to requesting a final framing inspection and prior to final inspection. 9. Standard swimming pool conditions: a. Lights shall be designed so that the source is not visible from off-site. b. Drainage outfall structures shall be constructed and located to the satisfaction of the City Engineer. c. Pool equipment shall be enclosed on all four sides with a roof for noise mitigation and screening. Staff Report to the Planning Commission Lards of Ziohana 693 LLC June 3, 2010 Page7of11 10. For swimming pools, at least one of the following safety features shall be installed to the satisfaction of the Town Building Official: a. The pool shall be isolated from access to the residence by an enclosure (fencing). b. The pool shall be equipped with an approved safety pool cover. c. The residence shall be equipped with exit alarms on those doors providing direct access to the pool. I All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self -latching device with a release mechanism placed no lower than 54 inches above the floor. 11. Fencing is approved as shown on the plans. Any new fencing or gates shall require review and approval by the Planning Department prior to installation. 12. Outdoor lighting is approved as shown. Light fixtures shall have frosted glass or be down lights. No lighting may be placed within setbacks except two entry or driveway lights. Any additional outdoor lighting shall be approved by the Planning Department prior to installation. 13. Skylights, if utilized, shall be designed and constructed to reduce emitted light (tinted or colored glass, or other material). No lighting may .be placed within skylight wells. 14. Fire retardant roofing (Class A) is required for all new construction. 15. At time of submittal of plans for building plan check, the applicant shall submit one of the following checklists to demonstrate compliance with the Town's Green Building Ordinance: a. A GreenPoint Rated checklist with the building permit application to indicate that the project will achieve a minimum of fifty (50) points. The checklist shall be completed by a qualified green building professional and shall be attached to the front of the construction plans. The construction plans shall include general notes or individual detail drawings, where feasible, showing the green building measure to be used to attain the required points. b. A LEED for Homes checklist with the building permit application to indicate that the project will achieve a minimum of forty-five (45) points or LEED certification. The checklist shall be completed by a qualified green building professional and shall be attached to the front of the construction plans. The construction plans shall include general notes or individual detail drawings, where feasible, showing the green building measure to be used to attain the required points. Staff Report to the Planning Commission Lands of Ziohana 693 LLC June 3, 2010 Page 8 of 11 16. Prior to final inspection and occupancy, a qualified green building professional shall provide documentation verifying that the building was constructed in compliance with GreenPoint Rated or LEED® certification. 17. To qualify for development area credits, the following conditions must be completed: a. Applicant must provide manufacturer's specifications and data for the materials including water absorption rate, installation procedure, and maintenance requirement guidelines with plans submitted for the building permit. b. Applicant must provide hydrologic calculations prepared by a registered civil engineer to demonstrate that post -development peak discharge value for water runoff does not exceed the existing pre -development peak discharge value of the property with plans submitted for the building permit. c. No less than 3,260 square feet of pavers shall be installed on the driveway, fire truck turnaround, and parking area, per the approved plans, prior to final inspection. 18. All properties shall pay School District fees to either the Los Altos School District or the Palo Alto Unified School District, as applicable, prior to acceptance of plans for building plan check The applicant must take a copy of worksheet #2 to school district offices (both elementary and high school in the Los Altos School District), pay the appropriate fees and provide the Town with a copy of the receipts. ENGINEERING DEPARTMENT: 19. As recommended by Cotton, Shires & Associates, Inc., in their report dated May 5, 2010, the applicant shall comply with the following: a. Geotechnical Plan Review — The applicant's geotechnical consultant shall review and approve all geotechnical aspects of the project building and grading plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their recommendations have been properly incorporated. We note that minimum schedule 40 or SDR35 perforated pipe has been recommended for back drain systems. We have encountered instances where SDR35 pipe has been crushed during normal construction operations and suggest that the schedule 40 alternative be duly considered. Staff Report to the Planning Commission Lands of Ziohana 693 LLC June 3, 2010 Page 9 of 11 The results of the plan review should be summarized by the geotechnical consultant in a letter and submitted to the Town Engineer for review prior to acceptance of plans for building plan check. b. Geotechnical Field Inspection — The geotechnical consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for foundations and retaining walls and pool prior to the placement of steel and concrete. The results of these inspections and the as -built conditions of the project shall be described by the geotechnical consultant in a letter and submitted to the Town Engineer for review prior to final inspection. For further details on the above geotechnical requirements, please refer to the letter from Cotton, Shires & Associates, Inc., dated May 5, 2010. 20. Peak discharge at 14160 Donelson Place, as a result of Site Development Permit 57-10, shall not exceed the existing pre -development peak discharge value of the property. Detention storage must be incorporated into the project to reduce the predicted peak discharge to the pre -development value. Provide the data and peak discharge hydrologic model(s) utilized, as well as, the calculations of the peak discharge value prior and post development. Determine the design peak runoff rate for a 10 -year return period storm and provide detention storage design plans to reduce the predicted peak discharge to the pre -development value. All documentation, calculations, and detention storage design (2 plan copies) shall be submitted for review and approval to the satisfaction of the City Engineer prior to acceptance of plans for building plan check. Prior to final inspection, a letter shall be submitted from the project engineer stating that the grading and storm drainage improvements were constructed as shown on the approved plans and in accordance with their recommendations. 21. Any, and all, changes to the approved grading and drainage plan shall be submitted as revisions from the project engineer and shall first be approved by the Town Engineering Department. No grading shall take place during the grading moratorium (October 15 to April 1.5) except with prior approval from the City Engineer. No grading shall take place within ten feet of any property line except to allow for the construction of the driveway access. 22. All public utility services serving this property shall be placed underground. The applicant should contact PG&E immediately after issuance of building permit to start the application process for undergrounding utilities which can take up to 66-88 months. Staff Report to the Planning Commission Lands of Ziohana 693 LLC June 3, 2010 Page 10 of 11 23. Two copies of an erosion and sediment control plan shall be submitted for review and approval by the Engineering Department prior to acceptance of plans for building plan check. The contractor and the property owner shall comply with all appropriate requirements of the Town's NPDES permit relative to grading and erosion/sediment control. The first 100 feet of the driveway shall be rocked during construction and all cut and fill slopes shall be protected from erosion. All areas on the site that have the native soil disturbed shall be protected for erosion control during the rainy season and shall be replanted prior to final inspection. 24. Two copies of a grading and construction operation plan shall be submitted by the property owner for review and approval by the City Engineer and Planning Director prior to acceptance of plans for building plan check. The grading/construction operation plan shall address truck traffic issues regarding dust, noise, and vehicular and pedestrian traffic safety on Donelson Place and surrounding roadways, storage of construction materials, placement of sanitary facilities, parking for construction vehicles, clean-up area, and parking for construction personnel. A debris box (trash dumpster) shall be placed on site for collection of construction debris. Arrangements must be made with the GreenWaste Recovery, Inc. for the debris box, since they have a franchise with the Town and no other hauler is allowed within the Town limits. 25. The property owner shall inform the Town of any damage and shall repair any damage caused by the construction of the project to pathways, private driveways, and public and private roadways, prior to final inspection and release of occupancy permits and shall provide the Town with photographs of the existing conditions of the roadways and pathways prior to acceptance of plans for building plan check. 26. The driveway shall be required to be fully constructed, prior to final inspection. An encroachment permit shall be required for all work proposed within the public right of way prior to start work. 27. The property owner shall be required to connect to the public sanitary sewer prior to final inspection. An encroachment permit shall be required for all work proposed within the public right of way prior- to start work. 28. The property owner shall pay a pathway fee of $50.00 per linear foot of the average width of the property prior to acceptance of plans for building plan check C. FIRE DEPARTMENT: 29. An automatic residential fire sprinkler system approved by the Santa Clara County Fire Department shall be included in all portions of the building. Three sets of plans prepared by a sprinkler contractor shall be submitted to the Santa Clara County Fire Staff Report to the Planning Conunission Lands of Ziohana 693 LLC June 3, 2010 Page 11 of 11 Department (14700 Winchester Blvd., Los Gatos, CA 95032) for review and approval. The sprinklers shall be inspected and approved by the Fire Department, prior to final inspection and occupancy of the new residence. 30. Potable water supplies shall be projected from contamination cause by fire protection water supplies. It is the responsibility of the applicant and any contractors and sub contractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant. 31. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background CONDITION NUMBERS 18, 19a, 20, 23, 24, 25, and 28 SHALL BE COMPLETED AND SIGNED OFF BY THE PLANKING DEPARTMENT AND THE ENGINEERING DEPARTMENT PRIOR TO ACCEPTANCE OF CONSTRUCTION PLANS FOR PLAN CHECK BY THE BUILDING DEPARTMENT. Project approval may be appealed if done so in writing within 22 days of the date of this notice. The building permit cannot be issued until the appeal period has lapsed. The applicant may submit construction plans to the Building Department after June 25, 2010 provided the applicant has completed all conditions of approval required prior to acceptance of plans for building plan check. Upon completion of the construction, a final inspection shall be required to be set with the Planning and Engineering Departments two weeks prion to final building inspection approval. NOTE: The Site Development permit is valid for one year from the approval date (until June 3, 2011). All required building permits must be obtained within that year and work on items not requiring a building permit shall be commenced within one year and completed within two years. c� �® COURTESY i SSRVICE a` ha jEPA 11—TWE IT S,A�11 L' � a�LARA �CO3 UN TIV zg�.B ,Ee,�L—Fc� APR ; 000 ML t` l; - Attachment 2 14700 Winchester Blvd., Los Gatos, CA 95032-1818 �-°�+ pp �y� HUS rpt (� (408) 378-4010 - (408) 378-9342 (fax) o WWW.sccfd.org'�0` JN QF LOS ALT l; US internationally Accredited Agency PLAN REVIEW No. BLDG PLAN REVIEW COMMENTS PERMIT No. 10 0656 Proposed new 14,893 square foot two-story single-family residence with basement and attached garage. Project also includes new, detached 734 square foot one-story pool house and detached open shade structure. Outdoor uncovered patio will be equipped with'fire pit. Comment #1: Review of this Developmental proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the building Department all applicable construction permits. Comment #2: Fire Sprinklers Required: Approved automatic sprinklers are required in all new and existing modified buildings when gross floor area exceeds 3,600 square feet or that are 3 or more stories in height. Exception: One-time additions to existing buildings made after 01 / 01 / 2008 that do not exceed 500 gross square feet. MOTE: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CFC Sec. 903.2, as adopted and amended by LAHMC Comment #3: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7 City PLANS SPECS NEW RMDL AS LAH ® ❑ ® ❑ ❑ OCCUPANCY R-3, U CONST. TYPE V -B ApplicantName Walker & Moody Architects DATE 4/15/2010 PAGE 1 OF 2 SEC/FLOOR 2 story + AREA 14893 sf LOAD PROJECT DESCRIPTION Residential Development PROJECT TYPE OR SYSTEM Site Plan NAME OF PROJECT SFR - ZIOHANA 693 LLC LOCATION 1414014160 Donelson Pl, Los Altos Hills TABULAR FIRE FLOW 3250 REDUCTION FOR FIRE SPRINKLERS REQUIRED FIRE FLOW ca 20 PSI 1500 BY Harding, Doug 50% Organized as the Santa Clara County Central Fire, Protection District Serving Santa Clara County and the communities of Campbell. Cupertino, Los Altos. Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga Fh,,.jE DEPARTMENT MENT SANTA CLARA COUNT 14700 Winchester Blvd., Los Gatos, CA 95032-1818 (408) 378-4010 • (408) 378-9342 (fax) D www.sccfd.org RFcE ED SPR 16 2010 �j i)F LOS figo H111snternationally Accredited 0fl Agency PLAN REVIEW No. PLAN PERMIT N REVIEW COMMENTS BLDG No. 10 0856 ,omment #4: Premises Identification: Approved numbers or addresses shall be placed on all new nd existing buildings in such a position as to be plainly visible and legible from the street or road -onting the property. Numbers shall contrast with their background. CFC Sec. 505 'o prevent plan review and inspection delays, the above noted Developmental Review -onditions shall be restated as "notes" on all pending and future plan submittals and any eferenced diagrams to be reproduced onto the future plan submittal. City PLANS SPECS NEW RMDL AS .AH N ❑ ® ❑ ❑ OCCUPANCY R-3, U CONST. TYPE V -B ApplicantName Walker & Moody Architects DATE 4/15/2010 PAGE 2 OF 2 °C/FLOOR story + AREA 14893 sf LOAD PROJECT DESCRIPTION Residential Development PROJECT TYPE OR SYSTEM Site Plan AME OF PROJECT SFR - ZIOHANA 693 LLC LOCATION 1414014160 Donelson Pl, Los Altos Hills ABULAR FIRE FLOW 3250 REDUCTION FOR FIRE SPRINKLERS REQUIRED FIRE FLOW ® 20 PSI 1500 BY Harding, Doug 1 1 50% Organized as the Santa Clara County Central Fire Protection District Serving Santa Clara County and the communities of Campbell, Cupertino, Los Altos. Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga COTTON, SHIRES AICD A SSocIATES, INC. CONSULTING ENGINEERS AND GEOLOGISTS E C E Y -W 4n May 5, 2010 L5120 TO: Nicole Horvitz Planning Department TOWN OF LOS ALTOS HILLS 26379 Fremont Road Los Altos Hills, California 94022 SUBJECT: Geologic and Geotechnical Peer Review RE: Ziohana, New Residence #57-10-ZP-IS-GD 14140 & 1.4160 Donelson Place At your request, we have completed a geologic and geotechnical peer review of the subject application using: Landscape Plans (3 sheets, 16 -scale) prepared by Thomas Klope Associates, Inc., dated April 6, 2010; 6 Civil Plans (2 sheets, 20 -scale) prepared - y Underwood and Rosenblum, Inc., dated April 5, 2010; Architectural Plans (7 sheets, various scales) prepared by Walker and Moody Architects, dated April 5, 2010; and © Geotechnical Investigation (report) prepared by Murray Engineers, dated March 23, 2010. In addition, we have reviewed pertinent maps from our office files and conipletct d a re ---e t sita -L t'pjCcti0..n. DISCUSSION Based on our review of the referenced docurnonts, it appears that the applicant proposes to demolish the existing residence, garage, swimming pool and tennis courts, and to construct a new two-story residence and partial basement in the northern portion of the site. The applicant also proposes to construct a new pool house, swimming pool, spa, and covered pavilion Ln the southeast portion of the site. We understand that the recommended foundation (other than for basement areas) will be supported on a drilled, cast -in-place reinforced concrete pier system. The submitted grading plan indicates that estimated earthwork quantities include approximately 3,200 cubic yards of cut, 800 cubic yards of fill, and 2,400 cubic yards of exported material. Northern California Office 330 Village Lane Los Gatos, CA 95030-7218 (408) 354-5542 o Fax (408) 354-1852 www.cottonshires.com Attachment 3 Central California Office 6417 Dogtown Road San Andreas, CA 95249-9640 (209) 736-4252 - Fax (209) 736-1212 Nicole Horvitz Page 2 SITE CONDITIONS May 5, 2010 L5120 The project site is generally characterized by north- and west -sloping hillside topography. Natural slopes are gentle, with less than 8 degree inclinations. Cut and fill slopes in the southern portion of the site have inclinations ranging from 9 to 14 degrees. The existing building pad consists of natural topography in the northern half of the site (beneath the existing residence) and a level cut and fill pad in the southern half of the site. Drainage at the site is characterized by sheetflow to the west. The Town Geologic Map indicates that the site is underlain, at depth, by bedrock of the Santa Clara Formation (semi -consolidated to consolidated, yellow-brown to red - brown conglomerate interbedded with poorly -sorted sandstone, siltstone, and cla_ystone). Based on completed site exploratory borizigs, the Project Geotechnical Consultant determined that up to 6.5 feet of surficial soil material (i.e., artificial fill and colluvium) overlies weathered bedrock. The subject property is located approximately 5,400 feet northeast of the potentially active Monta Vista fault and 4 miles northeast of the San Andreas fault. CONCLUSIONS AND RECOMMENDED ACTION Based on our review of the referenced Geotechnical Investigation, it appears that the Project Geotechnical Consultant has adequately investigated site earth material conditions and recommended geotechnical design criteria in conformance with prevailing standards for identified site constraints. We do. not have geotecluucal objections to the basic proposed site development layout or recommended geotechnical design criteria. We recommend that the following conditions be attached to the subject application. 1. Geotechnical flan Review - The applicant's geotechnical consultant should review and approve all geotechnical aspects of .the project building and grading plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their recommendations have been properly incorporated. We note that minimum Schedule 40 or SDR35 perforated pipe has been recommended for backdrain systems. We have encountered instances where SDR35 pipe has been crushed during normal construction operations and suggest that the Schedule 40 alternative be duly considered. The results of the plan review should be summarized by the geotecluzical consultant in a letter and submitted to the Town Engineer along with other documentation for building permit p tai -i -check. COT'T'ON, SHIRES AND ASSOCIATES, INC. Nicole Horvitz Page 3 May 5, 201-10 L5?20 2. Geotechnical Construction Inspections - The geotechnical consultant should inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for foundations and retaining walls prior to'the placement of steel and concrete. The results of these inspections and the as -built conditions of the project should be described by the geotechnical consultant in a letter and submitted to the Town Engineer for review prior to final (as -built) project approval. LIMITATIONS This geologic and geotechnical peer review has been performed to provide technical advice to assist the Town with its discretionary permit decisions. Our services have been limited to review of the documents previously identified, and a visual review of the property. Our opinions and conclusions are made in accordance with generally accepted principles and practices of the geotechnical profession. This warranty is in lieu of all other warranties, either expressed or implied. TS:DTS:ZM:kd Respectfully submitted, COTTON, SHIRES AND ASSOCIATES, INC. TOWN GEOTECHNICAL CONSULTANT G Fdayre Principal Engineering Geologist CEG 1795 David T. Schrier Principal Geotechnical Engineer GE 2334 COTTON, SHIRES ANIS ASSOCIATES, INC. Attachment 4 from this level pad. Summerhill is heavily traveled by both autos and pedestrians and the PWC has regarded it as a high priority for establishing roadside pathways. A roadside path along Summerhill would provide a direct connection between Magdalena and EllMonte (and Foothill College). Courtenay Corrigan moved that the Town ask the homeowner to construct a 11B pathway along Summerhill from the NW to the SE edge of the property. The pathway is best placed along the existing level pad just behind the trees. Bob Stutz seconded. The vote was unanimously in favor. iii. 14140 and 14160 Donelson Place (Lands of Ziohana). The reason for pathway review is construction of a new residence. Tom Klope, landscape architect for the project was present representing the owners. Donelson is a short cul-de-sac off Fremont and serves less than 8 houses. The properties are on the east side of Donelson at the end of the cul- de-sac. Although an off-road path (connecting Donelson to Alexander) comes off Donelson, the current property is beyond the point where the off-road path exits Donelson. Path users moving through the area would not have to pass the property under review. Courtenay Corrigan moved that the Town request a pathway in -lieu fee from the owners of 14140 and 14160 Donelson Place. Sue Welch seconded. The vote was unanimously in favor. iv. 12368 Melodv Lane (Lands of Yarla ag dda . The reason for pathway review is construction of a new residence. The property is on the north side of Melody Lane, a cul- de-sac serving more than eight residences. The homeowner was present and reported that the flat graveled strip along the street in front of the property is used as a parking area for the neighborhood. The street is wide with good sight -distance along most of its length. It does not connect to any off-road pathways. Courtenay Corrigan moved that the Town request a pathway in -lieu fee from the owners of 12368 Melody bane. Eileen Gibbons seconded. The vote was unanimously in favor. v. 27751 Lupine Road (Lands of Leek The reason for pathway review is construction of a new residence. The property is on the north side of Lupine Road, a cul-de-sac serving more than eight residences. The homeowner was not present. This is a flag lot with no frontage on Lupine. A pathway has been constructed along Lupine on the adjacent property (27673 Lupine). Courtenay Corrigan moved that the Town request a pathway in -lieu fee from the owners of 27751 Melody Lane. Bob Stutz seconded. The vote was unanimously in favor. vi. 27935 Roble Blanco (Lands of Yim) The reason for pathway review is construction of a new residence. The property is on the north side of Roble Blanco, a cul-de-sac serving more than eight residences. The homeowner was not present. Pathway maps show the opposite side of the street is preferred for a pathway because of topography and because a path has been built there. The property under review slopes up steeply from the road and construction of a pathway would be difficult. Sue Welch moved that the Town request a pathway in -lieu fee from the owners of 27935 Roble Blanco. Bob Stutz seconded. The vote was unanimously in favor. vii. 27361 Moody Road (Lands of Kearney) The reason for pathway review is construction of a new residence. The property is on the north side of Moody Road. The homeowner was not present. Moody Road is a county road that is heavily traveled by both cars and bikes. This property is located at one of the narrowest parts of Moody and is dangerous for pedestrians. There is a relatively flat area on the property adjacent to the road and the house is sited uphill from the road. Roadside paths on this part of Moody Road apparently are not on the MPP. Councilmember Kerr suggested that the town could ask Draft3PWC_Min_042610 4/30/10 Environmental -sign and, Proteetson Cam -itte, Attachment 5 E New Residence/Rernodel Evaluation APR 2 9 2010 lop Reviewed by: � `/�/ficCti' / �� MMI OF LESS ALeK',,q,g Applicant n 7 Name 4kIL. Address l M0 Y16,01) �OhP Q ti^- Al. Site impact/lighting/noise: Creeks, drainage, easements: Existing Vegetation: FA V�- - WT � ;_� -351 E. r is F-� Submitted To: Thomas Klope Associates, Inc. Attention: Ms. Donna Sylvanovich 2275 East Bayshore Road, Suite 160 Palo Alto, CA 94303 Project Location: 14140 & 14160 Donelson Place Los Altos Hills, CA Attaccluiient 6 RECEIVED APR 0 6 2010 TOWN OF LOS ALTOS HILLS Submitted By: McCLENAHAN. CONSULTING, LLC John H. McClanahan ISA Board Certified Master Arborist, WE -147613 member, American Society of Consulting Arborists March 19, 2010 ©Copyright McCLENAHAN CONSULTING, LLC 2010 March 21, 2010 Thomas Klope Associates, Inc. Attention: Ms. Donna Sylvanovich 2275 East Bayshore Road, Suite 160 Palo Alto, CA 94303 RE: 14140 & 14160 Donelson Place Los Altos .Hills, CA Assignment As requested, I performed a visual inspection of 5 city protected oaks and one non protected oak to determine size, condition and Tree Protection Zones (TPZs). Tree Preservation Guidelines are also included to assist in the design and build phases. Summary The site plan available during my inspection indicates the driveway will be relocated with minor impacts to trees one through four. Any grading or excavation within designated Tree Protection Zones must be accomplished by hand digging. A qualified arborist should monitor any cutting of roots greater than one inch in diameter. Should design change and encroach within TPZs further arborist review is recommended. Methodology No root crown exploration, climbing or plant tissue analysis was performed as part of this survey. In determining Tree Condition several factors have been considered which include: Rate of growth over several seasons; Structural decays or weaknesses; Presence of disease or insects; and Life expectancy. The following guide for interpretation of Tree Condition as related to Life Expectancy is submitted for your information. 0 - 5 Years 5 - 10 Years 10 - 15 Years 15 - 20 Years 20 + Years = Poor = Poor to Fair = Fair = Fair to Good = Good Thomas Klope Associates, Inc. Attention: Ms. Donna Sylvanovich Page 2 Tree Description/Observation I ' Coast live oak (Quercus agrifolia) Diameter: 14.5, 12.1" Multi Trunk Height: 35' Spread: 30' Condition: Fair Location: Adjacent to existing driveway Observation: Foliar canopy is slightly stunted with a moderate accumulation of interior deadwood. Minor damage from Western sycamore borer was observed on the low trunk. The TPZ is 11 -feet. 2 Coast live oak Diameter: 11.7" Height: 30' Spread: 20' Condition: Fair to Good Location: Front of existing house Observation: Foliage is typical for he specis. Grows to a slight lean. The TPZ is 6 -feet. Scaffold limbs exhibit narrow attachments. 3 Coast live oak Diameter: 19.7" Height: 30' Spread: 35' Condition: Fair to Good Location: Front of existing house Observation: Foliar canopy exhibits a minor accumulation of interior deadwood. Minor damage from Western sycamore borer was observed on the low trunk. Grows to a slight lean. The TPZ is 10 -feet. 4 Coast live oak Diameter: 8.8" Height: 25' Spread: 12' Condition: Fair to Good Location: Top of existing Drive Observation: Canopy,is one sided and grows to a phototropic lean away from larger adjacent oak. Bifurcation at 9 -feet creates an inherent structural defect. 5 Coast live oak Diameter: 12.6, 15.5" Multi Trunk Height: 25' Spread: 25' Condition: Fair to Good Location: Top of existing Drive Observation: Foliar canopy exhibits a minor accumulation of interior deadwood. Multi trunk grwoth habit and narrow scaffold limb attachments create an inherent structural weakness. Minor damage from Western sycamore borer was observed on the low trunk. Driveway creates a poor root environment. The TPZ is 11 -feet. Thomas Klope Associates, Inc. Attention: Ms. Donna Sylvanovich Page 3 6 Coast live oak Diameter: 20.0" Height: 38' Spread: 30' Condition: Fair Location: Adjacent to existing driveway Observation: Canopy exhibits some interior deadwood. Bifurcation at 6 -feet creates an inherent structural defect. Low trunk exhibits sympotms from boring insects. Existing driveway creates a poor root environment.The TPZ is 10 -feet. TREE PRESERVATION GUIDELINES Tree Preservation and Protection Plan In providing recommendations for tree preservation, we recognize that injury to trees. as a result of construction include mechanical injuries to trunks, roots and branches, and injury as a result of changes that occur in the growing environment. To minimize these injuries, we recommend grading operations encroach no closer than five times the trunk diameter, (i.e. 30" diameter tree x 5=150" distance). At this distance, buttress/anchoring roots would be preserved and minimal injury to the functional root area would be anticipated. Should encroachment within the area become necessary, hand digging is mandatory. Barricades Prior to initiation of construction activity, temporary barricades should be installed around all trees in the construction area. Six-foot high, chain link fences are to be mounted on steel posts, driven 2 feet into the ground, at no more than 10 -foot spacing. The fences shall enclose the entire area under the drip line of the trees or as close to the dripline area as practical. These barricades will be placed around individual trees and/or groups of trees as the existing environment dictates. The temporary barricades will serve to protect trunks, roots and branches from mechanical injuries, will inhibit stockpiling of construction materials or debris within the sensitive 'dripline' areas and will prevent soil compaction from increased vehicular/pedestrian traffic. No storage of material, topsoil, vehicles or equipment shall be permitted within the tree enclosure area. The ground around the tree canopy shall not be altered. These barricades should remain in place until final inspection of the building permit, except for work 'specifically required in the approved plans to be done under the trees to be protected. Designated areas beyond the drip lines of any trees should be provided for construction materials and on site parking. Thomas K(ope Associates, 9nce Attention: Ms. Donna Sylvanovich Page 4 Root Preening (if necessary) During and upon completion of any trenching/grading operation within a tree's dripline, should any roots greater than one inch (1 ") in diameter be damaged, broken or severed, root pruning to include flush cutting and sealing of exposed roots should be accomplished under the supervision of a qualified Arborist to minimize root deterioration beyond the soil line within twenty-four (24) hours. Pruning Pruning of the foliar canopies to include removal of deadwood is recommended and should be initiated prior to construction operations. Such pruning will provide any necessary construction clearance, will lessen the likelihood or potential for limb breakage, reduce 'windsail' effect and provide an environment suitable for healthy and vigorous growth. Fertilization/Treatments In lieu of traditional fertilization, I recommend treating the trees with Agri Fos to help prevent Phytophtora spp. infection. Treatments should be annually in fall. A program of fertilization by means of deep root soil injection is recommended with applications in spring and summer for those trees to be impacted by construction. Such fertilization will serve to stimulate feeder root development, offset shock/stress as related to construction and/or environmental factors, encourage vigor, alleviate soil compaction and compensate for any encroachment of natural feeding root areas. Inception of this fertilizing program is recommended prior to the initiation of construction activity. Mulch Mulching with wood chips (maximum depth 3") within tree environments (outer foliar perimeter) will lessen moisture evaporation from soil, protect and encourage adventitious roots and minimize possible soil compaction. Inspection Periodic inspections by the Site Arborist are recommended during construction activities, particularly as trees are impacted by trenching/grading operations. Inspections at approximate four (4) week intervals would be sufficient to assess and monitor the effectiveness of the Tree Preservation Plan and to provide recommendations for any additional care or treatment. All written material appearing herein constitutes original and unpublished work of the Arborist and may not be duplicated, used or disclosed without written consent of the Arborist. Thomas Klope Associates, Inc. Attention: Ms. Donna Sylvanovich Page 5 We thank you for this opportunity to be of assistance in your tree preservation concerns. Should you have any questions, or if we may be of further assistance in these concerns, kindly contact our office at any time. Very truly yours, McCLENAW CONSULTIN , LLC By: J2 -H. McClanahan ISA Board Certified Master Arborist, WE -1476B member, American Society of Consulting Arborists JHMc: pm cClenahan Consulting, LLC A°borgculturists Since 1911 1 Rrastradero Road, Portola Valley, CA 94028-8012 Telephone (650) 326-8781 Fax (650) 854-1267 www.spmcclenahan.com ARBORIST DISCLOSURE STATEMENT Arborists are tree specialists who use their education, knowledge, training and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce the risk of living near trees. Clients. may choose to accept or disregard the recommendations of the arborist, or seek additional advice. Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms that fail in ways we do not fully understand. Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specified period of time. Likewise, remedial treatments, like a medicine, cannot be guaranteed. Treatment, pruning, and removal of trees may involve considerations beyond the scope of the arborist's services such as property boundaries, property ownership, site lines, disputes between neighbors, landlord -tenant matters, etc. Arborists cannot take such issues into account unless complete and accurate information is given to the arborist. The person hiring the arborist accepts full responsibility for authorizing the recommended treatment or remedial measures. Trees can be managed, but they cannot be controlled. To live near a tree is to accept -so me-degree._of._.risk.__The__only._wa_y_to.eliminate-al Lbs ks_is_.to_e.lim.inate _al l__trees.__.... . Arborist: ohn H. McClena an Date: March 19, 2010 tr EEC l EUD Attachment 7 h s _ �+ .. OF LOS ALTOS HILLS PLANNING DEPARTMENT �. ESE HUS 26 7 :ff'F mi ; oar `^ o Altos Hills, California 94022 - (660) 941-7222 ° M -E)`947 -3i WORKSHEET #2 EXISTING AND PROPOSED DEVELOPMENT AREA AND FLOOR AREA TURN IN WITH FOUR APPLICATION PROPERTY OWNER'S NAME Ziohana 693, LLC, a California Limited Liability Company PROPERTY ADDRESS 14160 Donelson Place CALCULATED BY Kevin Maxey I DATE 05/11/10 1. DEVELOPMENT AREA (SQUARE FOOTAGE) A. House and Garage (froth Part 3. A.) B. Decking C. Driveway and Parking (Measured 100' along centerline) D. Patios and Walkways E. Tennis Court F. Pool and Decking G. Accessory Buildings (froth Part B) H. Any other coverage solar panels and pool equip. TOTALS Existing 3,431 0 3,003 3,728 7,656 1,474 0 0 19,292 Maximum Development Area Allowed - MDA (from Worksheet #1 1—TOTAL IMPERVIOUS' -SURFACE--- Existing - (SQUARE FOOTAGE) TOTALS 3. FLOOR AREA (SQUARE FOOTAGE) Existing Proposed (Additions/Deletions) 8530.00 0 1749.00 7140.00 (7,656) _210) 734.9 1784.00 Total 11,961 0 4752.00 10,868.00 0 1,264.00 734.9 1784.00 12,072.89 31,363.00 32,235.00 SQFT --Proposed - Total 26,936.90 Proposed (Additions/Deletions) 26,936.90 Total A. House and Garage a. 1st Floor (2761.00) 3137.65 5898.00 b. 2nd Floor 5098.19 5098.00 C. Attic and Basement (2,390.61) (2390.61) d. Garage _ (67)- 294.00 964.00 B. Accessory Buildings a. 1 st Floor 734.9 734.00 b. 2nd Floor C. Attic and Basement TOTALS (3431.00) 9264.00 12-695.00 Maximum Floor Area Allowed - MFA (from Worksheet #1) 12,894.00 SQFT TOWN USE ONLY CHECKED BY DATE -,� Attaclunent 8 �^ p a f j H [ .'� �. [`r L" ��. L 4' IF' er.'cc �gp [[ca` ���c kf [Fr �r`41Jt- t.y}til -u,U Srn'i'7hCr. j ,�, 'IrcenPoint Rate -I , Chal,,I eld sto :-fing.ie FF..�rsra[ i j 6^ v.,...._r.ttt.... .`�r:rup a p o o a &4:.r. F: rc, a& I oral Points Achieved: The GreenPoint Rated checklist track„ green features incorporated into the home. The recomr�9nded V* cvc, HILLS . requirements for a green home are: Earn a total of 50 points or more; obtain the following minimum points per category: Energy (30), Indoor Air Quality/Health (5), Resources (6), and Water (9); and meet the prerequisites A:3.a (50% construction waste diversion), J.1 (Exceed Title 24 by 15%), and NA (Incorporate Green Points 'F_ 1 L N • $ D C+' checklist in blueprints). ❑ 2. Use Frost -Protected Shallow Foundation in Cold Areas (C.E.C. Climate Zone 16) d t"A 7 G tM CS _ ` N The green building practices listed below are described in the New Home Construction Green Building Guidelines, 4. Design and Build Structural Pest Controls a. Install Termite Shields & Separate All Exterior Wood -to -Concrete Connections by Metal or Plastic Fasteners/Dividers [Points automatically granted when project qualifies for measure J3: ES with IAQ] i O d Q 0 w available at www.builditgreen.org. Build It Green is a non-profit organization providing the GreenPoint Rated 0 Total Points Available in Foundation = 8 0 program as a public service. Build It Green encourages local governments to leverage program resources to 0 — U 1. Construct Resource -Efficient Landscapes ❑ a. No Invasive Species Listed by Cal -IPC Are Planted ❑ b. No Plant Species Will Require Hedging ❑ c. 75%E of Plants Are California Natives or Mediterranean Species or Other Appropriate Species C } C� ' ! 1 M _ .... ,._.._ r._. ...—_._. r 3 Support voluntary,market-based programs and strategies. 0 I t 1. Protect Topsoil and Minimize Disruption of Existing Plants & Trees a. Protect Topsoil from Erosion and Reuse after Construction ❑ b. Limit and Delineate Construction Footprint for Maximum Protection ❑ 2. Deconstruct Instead of Demolishing Existing Buildings On Site 3. Recycle Job Site Construction Waste (Including Green Waste) ❑ a. Minimum 50%E Waste Diversion by Weight (Recycling or Reuse) - Required Fb. Minimum 65%E Diversion by Weight (Recycling or Reuse) c. Minimum 80% Diversion by Weight (Recycling or Reuse) 4. Use Recycled Content Aggregate (Minimum 25%) � a. Walkway and Driveway Cl.ef b. Roadwav Base Total Points Available in Site = 0 R ` _ _.... _ _...1......_...... O. ____....`._... t 1. Replace Portland Cement in Concrete with Recycled Flyash or Slag ❑ a. Minimum 2D% Flyash or Slag ❑ b. Minimum 25%E Flyash or Slag 'F_ 1 L N • $ D C+' 0 ❑ 2. Use Frost -Protected Shallow Foundation in Cold Areas (C.E.C. Climate Zone 16) d N tU 7 G tM CS _ ` N j[ 4. Design and Build Structural Pest Controls a. Install Termite Shields & Separate All Exterior Wood -to -Concrete Connections by Metal or Plastic Fasteners/Dividers [Points automatically granted when project qualifies for measure J3: ES with IAQ] O d Q 0 w Qlu 0 Total Points Available in Foundation = 8 0 D._ 1 1. Construct Resource -Efficient Landscapes ❑ a. No Invasive Species Listed by Cal -IPC Are Planted ❑ b. No Plant Species Will Require Hedging ❑ c. 75%E of Plants Are California Natives or Mediterranean Species or Other Appropriate Species 0 3 0 R ` _ _.... _ _...1......_...... O. ____....`._... t 1. Replace Portland Cement in Concrete with Recycled Flyash or Slag ❑ a. Minimum 2D% Flyash or Slag ❑ b. Minimum 25%E Flyash or Slag 1 0 D 0 ❑ 2. Use Frost -Protected Shallow Foundation in Cold Areas (C.E.C. Climate Zone 16) 0 2 3 ❑ 3. Use Radon Resistant Construction ['Points automatically granted when project qualifies for measure J3: ES with IAQ) O I j[ 4. Design and Build Structural Pest Controls a. Install Termite Shields & Separate All Exterior Wood -to -Concrete Connections by Metal or Plastic Fasteners/Dividers [Points automatically granted when project qualifies for measure J3: ES with IAQ] 0 } r 1 j b. All New Plants Have Trunk, Base, or Stem Located At Least 36 Inches from Foundation 0 Total Points Available in Foundation = 8 0 1. Construct Resource -Efficient Landscapes ❑ a. No Invasive Species Listed by Cal -IPC Are Planted ❑ b. No Plant Species Will Require Hedging ❑ c. 75%E of Plants Are California Natives or Mediterranean Species or Other Appropriate Species 0 D 0 ! 1 M _ .... ,._.._ r._. ...—_._. r 3 2. Use Fire -Safe Landscaping Techniques i 0 3. Minimize Turf Areas in Landscape Installed by Builder ❑ a. All Turf Will Have a Water Requirement Less than or Equal to Tall Fescue (< = 0.8 plant factor) ❑ b. Turf Shall Not Be Installed on Slopes Exceeding 10%E or in Areas Less than 8 Feet Wide ❑ c. Turf is 533%E of Landscaped Area (total 2 points) F7 © Build It Green SF Data Collection Form v.3.4 Page 1 of 8 1 2 0 2 0 I < 1 2 Page 1 of 8 0 Y` _ 'i to �F - #++'. kT' G N' -gym+^. T1, 3'+.p',e °'r`- tr � a f v'�_^ . �K'R''sz* Xf ." fp"`TJ LCL" �.'{` 3.,-{ °i" w'q �. "iab'L"' 4 ,- mu": µ�C'�#t 3"^ iC Y �. s�' � `✓ H^Ps„y3.m 3�J b '�-.: ��S(res' �' � "bY dT"` � t yL '"X�k -� A �y Y r 9�''Ra , ��`" �f �r3 �`` Y -d ,y, k&� -2 ..� fi `Ck ��. ^r^�"'-� '. '. , `� r ,� s ip..& j!, -b' . - zg,, s '*' baa 3 e..5 `. ,5`� .3'' % ,• �'s'd 4' ,.�,-, `-.•s..£3 - cs r+r�, -x; 1i -rizs �r ra3a .i `� s�,�:...,�u,r �.s,..�.»�.z.,.�,....f :,, e3c- _r �.z.:.z..::sr �.s,w._..,�=--: mss. �-.• ::.�t.;r T .s _ a -: Q. . 0 -;' m ccl Q1 = N w Q j 2 ❑ d. Turf is :510% of Landscaped Area (total 4 points) ❑ 4. Plant Shade Trees 3 ❑ S. Group Plants by Water Needs (Hydrozoning):,0-:: 6. Install High -Efficiency Irrigation Systems =_ T.07 ❑ a. System Uses Only Low -Flow Drip, Bubblers, or Low -flow Sprinklers ❑ b. System Has Smart (Weather -Based) Controllers ❑ 7. Incorporate Two Inches of Compost in the Top 6 to 12 Inches of Soil ❑ S. Mulch All Planting Beds to the Greater of 2 Inches or Local Water Ordinance Requirement 4 2 ❑ 9. Use 50% Salvaged or Recycled -Content Materials for 50% of Non -Plant Landscape Elements . f 1 ❑ 10. Reduce Light Pollution by Shielding Fixtures and Directing Light Downward Total Points Available in Landscaping = 3111 18=3 olln N ISM 1 Apply Optimal Value Engineering a. Place Rafters and Studs at 24 -Inch On Center Framing b. Size Door and Window Headers for Load c. Use Only Jack and Cripple Studs Required for Load 2. Use Engineered Lumber a. Beams and Headers b. Insulated Engineered Headers c. Wood kJoists or Web Trusses for Floors ❑ d. Wood I -Joists for Roof Rafters n -= ❑ e. Engineered or Finger -Jointed Studs for Vertical Applications ❑ f. Oriented Strand Board for Subfloor ❑ g. Oriented Strand Board for Wall and Roof Sheathing^ 3. Use FSC -Certified Wood El a. Dimensional Lumber, Studs and Timber. Minimum 40% rJ b. Dimensional Lumber, Studs and Timber. Minimum 70% ❑ c. Panel Products: Minimum 40% ❑ d. Panel Products: Minimum 70% 4. Use Solid Wall Systems (Includes SIPs, ICFs, & Any Non -Stick Frame Assembly) M. 0 = i 2 F-1 a. Floors ❑ b. Walls-- 2 ❑ c. Roofs 5. Reduce Pollution Entering the Home from the Garage ['Points automatically granted when project qualifies for measure J3: ES with IAQ] a. Tightly Seal the Air Barrier between Garage and Living Area b. Install Garage Exhaust Fan OR Build a Detached Garage 6. Design Energy Heels on Trusses (75% of Attic Insulation Height at Outside Edge of Exterior Wall) 7. Design Roof Trusses to Accommodate Ductwork 9. Use Recycled -Content Steel Studs for 9D% of Interior Wall Framing 9. Thermal Mass Walls: 518 -Inch Drywall on All Interior Walls or Walls Weighing more than 40 Iblcu.ft 0. I 10. Install Overhangs and Gutters 0: a 1 a. Minimum 16 -Inch Overhangs and Gutters `Points automatically ranted when project qualifies for measure J3: ES with IAQ 0 1 f ? ❑ b. Minimum 24 -Inch Overhangs and Gutters Total Points Available in Structural Building Frame and Envelope = 361:..,:!. D 0 Build It Green SF Data Collection Form v.3.4 Page 2 of 8:. LIlb4tiii�l. Yell°°V..i ri s Q >y O .Q •_ = i [ O C d y 1. Use Recycled -Content (No Virgin Plastic) or FSC•Certified Wood Decking 0 ! [ 2 I ❑ 2. Install a Rain Screen Wall System 0 2 i 3. Use Durable and Non -Combustible Siding Materials 0. 1 j 4. Use Durable and Non -Combustible Roofing Materials p, 2 Total Points Available in Exterior Finish = 7 0. .) EE G. •qs -amu-.e - _ -�' - - - r -®�1 P FF @ C< w. aEenf 6� r , _ ........._...._ _-_ 1. Install Insulation with 75% Recycled Content 4 ❑ a. Walls and Floors p ❑ b. Ceilings D 1 2. Install Insulation that is Low -Emitting (Certified Section 01350) a. Walls and Floors 0 .: 1 ; b. Ceilings p :: _ - 1 3. Inspect Quality of Insulation Installation before Applying Drywall [*Points automatically granted when project qualifies for measure J3: ES with IAQ] p 1 Total Points Available in Insulation = 5 '::: 0' 1 Distribute Domestic Hot Water Efficiently (Additive, Maximum 7 Points) Ia. Insulate Hot Water Pipes from Water Heater to Kitchen b. Insulate All Hot Water Pipes 0^ ❑ c. Use Engineered Parallel Piping -�p ❑ d. Use Engineered Parallel Piping with Demand Controlled Circulation Loop e. Use Structured Plumbing with Demand Controlled Circulation Loop _ p D -- 1- Z . f. Use Central Core Plumbing 0 _ 1 1 € 1 2. Install Only High Efficiency Toilets (Dual -Flush or 51.28 gpf) : p; :' ! 4 t Total Points Available in Plumbing = Total 11 ' 0 ■� �� e aIIPfE It 'e c .e - 0• et- 4 1 Design and Install HVAC System to ACCA Manual J, D, and S Recommendations [*Points automatically granted when project qualifies for measure J3: ES with IAQ] _ ..... 0 I I I I s 2. Install Sealed Combustion Units [*Points automatically granted when project qualifies for measure J3: ES with IAQ] a. Furnaces b. Water Heaters 0 -0 { 2 ! r ____ _.. 2 Install Zoned, Hydronic Radiant Heating 0 7 1 4. Install High Efficiency Air Conditioning with Environmentally Responsible Refrigerants S. Design and Install Effective Ductwork [*5b,d,&e are automatically granted when project qualifies for measure J3: ES with IAQ] ❑ a. Install HVAC Unit and Ductwork within Conditioned Space D 3 b. Use Duct Mastic on All Duct Joints and Seams ❑ c. Install Ductwork under Attic Insulation (Buried Ducts) p 1 I..... ❑ e d. Pressure Relieve the Ductwork System p� �C]if e. Protect Ducts during Construction and Clean All Ducts before Occupancy p --1 ❑ 6. Install High Efficiency HVAC Filter (MERV 6+) [*Points automatically granted when project qualifies for measure J3: ES with IAQ] 0 i ❑ 7. Don't Install Fireplaces or Install Sealed Gas Fireplaces with Efficiency. Rating NOT Less Than 60% using CSA Standards i r 8. Install Effective Exhaust Systems in Bathrooms and Kitchens ( l dam. [*8a&c are automatically granted when project qualifies for measure J3: ES with IAQ] © a. Install ENERGY STAR Bathroom Fans Vented to the Outside tj 0 0 Build It Green SF Data Collection Form v.3.4 Page 3 of 8 FKa"_ +, d•°',a...?. ..SY 'r,4.. a+6YS' 8%r' "'v-• -9 r x,-'� ,fir*` Yui z1 .-a z E er Pro�eo x l me�� .5� � R 5"� 0 t�,if. t.i,- h �.=^``.y."Y � ti `m S" s.. `;—N, :. S*d �iL. �„�++'.i`'Czz'r�+-i'iG3 sS 2 4'N 'x 4'•4y�t ."Lh. f' Y £`�ii41 S J 1 ,i"' Y 'Ar - +1'$.v _.. £' ,y >cmgq,�R. ':rte "', ' :h frY''" ,y.•ir b _ •z dt'.'�+ I ..� 3 �� �. r'E } -,y- P.t si'YF � 'r �, f ,�..-k' S fl �. ? 'w - -F Y 2. - . u1 > U W Q 2' cc ❑ b. All Bathroom Fans Are on Timer or Humidistat c. Install Kitchen Range Hood Vented to the Outside 9. Install Mechanical Ventilation System for Cooling (Max. 4 Points) -_ a. Install ENERGY STAR Ceiling Fans 8 Light Kits in Living Areas & Bedrooms b. Install Whole House Fan with Variable Speeds ; '...... c. Automatically Controlled Integrated System d. Automatically Controlled Integrated System with Variable Speed Control 10. Install Mechanical Fresh Air Ventilation System (Maximum 3 Points) ❑ a. Any Whole House Ventilation System That Meets ASHRAE 62.2 b. Install Air -to -Air Heat Exchanger that meets ASHRAE 62.2 `Points automatically granted when ro ectualifiies for measure J3: ES with IAQ I 11. Install Carbon Monoxide Alarm(s) ['Points automatically granted when project qualifies for measure J3: ES with IAQ] Total Points Available in Heating, Ventilation and Air Conditioning = 30 0'" ❑ 1. Pre -Plumb for Solar Hot Water Heating 2 Install Solar Water Heating System - s "' :q - :; 1 10 ! 3. Install Wiring Conduit for Future Photovoltaic Installation Provide 200 fe of South -Facing Roof Ell"4. Install Photovoltaic (PV) Panels a. 30% of electric needs OR 1.2 kW (total 6 points) 0 b. 60% of electric needsOR 2.4kW (total 12 points) t) ❑ c. 90% of electric need OR 3.6 kW (total 18 points) Total Available Points in Renewable Energy = 28 _ 1. Diagnostic Evaluations ❑ a. House Passes Blower Door Test [`Points automatically granted when project qualifies for measure J3: ES with IAQ] ❑ b. House Passes Combustion Safety Backdraft Test 0%_-° 2 Design and Build High Performance Homes -15% above Title 24 - Required _ _ 0; ?30 I ❑ 3. House Obtains ENERGY STAR with Indoor Air Package Certification - Pilot Measure (Total 45 points; 5 2 i read comment) Total Available Points in Building Performance =109 :`-.:; _ 0 °- ❑ 1. Design Entryways to Reduce Tracked in Contaminants 0 = 1 2. Use Low-VOC or Zero-VOC Paint (Maximum 3 Points) a. Low-VOC Interior Wall/Ceiing Paints (<50gpl VOCs (Flat) 8 <150gpl VOCs (Non -Flat)) ❑ b. Zero-VOC: Interior Wall/Ceiling Paints (<5 gpl VOCs (Flat)) D, _L _ J 0;= 3 3. Use Low VOC, Water -Based Wood Finishes (<250 gpl VOCs) Q`:_; 2 ❑ 4. Use Low-VOC Caulk and Construction Adhesives (<70 gpl VOCs) for All Adhesives :A 2 ❑ 5. Use Recycled -Content Paint •0 is i [ 1 6. Use Environmentally Preferable Materials for Interior Finish: A) FSC -Certified Wood, B) Reclaimed, C) = _- Rapidly Renewable, D) Recycled -Content or E) Finger -Jointed ❑ a. Cabinets (50% Minimum); ..... ❑ b. Interior Trim (50% Minimum) ❑ c. Shelving (50% Minimum)0 ❑ d. Doors (50% Minimum) ❑ e. Countertops (50% Minimum) 7. Reduce Formaldehyde in Interior Finish (CA Section 01350) ❑ ' a. Subfloor 8 Stair Treads (90% Minimum) F-1 © Build It Green SF Data Collection Form v.3.4 Page 4 of 8 0Build hGreen SFData Collection Form v.3.4 Page5nf8 cc 12 C5 cu b. Cabinets & Countertops (90% Minimum) ED c. Interior Trim (90% Minimum) 0 El d. Shelving (90% Minimum) 0. S. After Installation of Finishes, Test of Indoor Air Shows Formaldehyde Level <27ppb 0 Total Available Points in Finishes 211 0, M V6 1. Use Environmentally Preferable Flooring: A) FSC-Certffied Wood, 8) Reclaimed or Refinished, C) Rapidly Renewable, D) Reoycled-Content E) Exposed Concrete. Flooring Adhesives Must Have <70 gpl VOCs. a. Minimum 15% of Floor Area b. Minimum 30% of Floor Area 0 F-1 G. Minimum 50% of Floor Area b El d. Minimum 75% of Floor Area El 2. Thermal Mass Floors: Floor Covering Other than Carpet on 50% or More of Concrete Floors 3. Flooring Meets Section 01350 or CRI Green Label Plus Requirements (50% Minimum) rPoints automatically granted when project qualifies for measure J3: ES with IAQ] Total Available Points in Flooring 7 0 1. Install Water and Energy Efficient Dishwasher a. ENERGY STAR (total 1 point) El b. Dishwasher Uses No More than 6.5 Gallons/Cycle (total 2 points) 2. Install ENERGY STAR Clothes Washing Machine with Water Factor of 6 or Less a. Meets Energy Star and CEE Tier 2 requirements (modified energy factor 2.0, Water Factor 6.0 or less) 2 (total 3 points) 0 2 b. Meets Energy Star and CEE Tier 3 requirements (modified energy factor 2.2, Water Factor 4.5 or less) (total 5 points) 3. Install ENERGY STAR Refrigerator a. ENERGY STAR Qualified&< 25 Cubic Feet Capacity b. ENERGY STAR Qualified & < 20 Cubic Feet Capacity 4. Install Built -In Recycling Center and Composting Center F� a. Built-in Recycling Center 0 El b. Built-in Composting Center ...... Total Available Points in Appliances and Lighting 12 0 Incorporate reenPoint Rated Checklist in Blueprints - Required 2. Develop Homeowner Manual of Green Features/Benefits rPoints automatically granted when project qualifies for measure J3: ES with IAQ] 0 Total Available Points in Other 3 0 1. Develop infill Sites a. Project is Located in a Built Urban Setting with Utilities in Place for Fifteen Years 0 b. Development is Located within 1/2 Mile of a Major Transit Stop 0 2. Cluster Homes & Keep Size in Check a. Cluster Homes for Land Preservation 0 F-1 b. Conserve Resources by Increasing Density (10 Units per Acre or Greater) 0 2 c. Home Size Efficiency 9 0Build hGreen SFData Collection Form v.3.4 Page5nf8 Y-•�,Y3 ) :2x"t"�F h,^•t �».b+"5"Tj ai ,S}rt f-t'+'w F x7 t.,l y "t. +L .8„k�MN . K�a� sT t"'p '.' ^C` i Tyi „ Ef h. �k�F`>rYv� &r�'•s`g(} ,.Lxi�f�RP% '` 'r-�„F r_yq�r� f",,C�i i,s'°'' ifi7.. i` tie «Z S L Px x`ia +2 4! s 'e+, "P' -`S �i �:,Lj '' _. F J.+..'pw iM4R, Y Is' .s' y5 y'}� SAN N F'y � 9 �y. .,>.� S ,3 1�Y, �t3 � L �� a�� L ^•��g'��sa + .Sir Y 5 Y �.g `L 'ff "'Ot; 3 'bu 3' 9. ., ,t•'yi r. 1 yT d 'n 3+:. `i Jk £. Mp'h �' 7' k.� p...�43' r5.a t ?' i+'.'F f �.. x4?"? mR `i fr+ b�a.�{}, Y > `T J l'R 1 ..k. Ai tr £. -i `h^i Fa., - qW " ,j Y ,;✓ w'*. { SAyT�z x i--= "�.„��sF--s..'.e.-«'•a'L'..: °�,...'.'7,_.:, c� �, .�.w" ,..r:.'.. d..;..:..,., '� . �. s' x.,rz -U a) fb > 0: •E E E i+ a a1 a�� :_-fir 3 3. Subdivision Layout & Orientation to Improve Natural Cooling and Passive Solar Attributes 4. Design for Walking & Bicycling ❑ a. Pedestrian Access to 5 or More Neighborhood Services within ''/z Mile: 1) Community Center/Library', 2) Grocery Store; 3) School; 4) Day Care; 5) Laundry, 6) Medical; 7) Entertainment/Restaurants; 8) Post Office; 9) Place of Worship; 10) Bank ❑ b. Development is Connected with A Dedicated Pedestrian Pathway to Places of Recreational Interest within 1/4 mile f j _ 0 ' 2 i Elc. At Least Two of the Following Traffic -Calming Strategies: - Designated Bicycle Lanes are Present on Roadways; - Ten -Foot Vehicle Travel Lanes; - Street Crossings Closest to Site are Located Less Than 300 Feet Apart; - Streets Have Rumble Strips, Bulbouts, Raised Crosswalks or Refuge Islands _ _ - I k 5. Design for Safety & Social Gathering ❑ a. All Home Front. Entrances Have Views from the Inside to Outside Callersa.1' n''IY 1 ❑ b. All Home Front Entrances Can be Seen from the Street and/or from Other Front Doors 1 ❑ c. Orient Porches (min. 100sf) to Streets and Public Spaces 6. Design for Diverse Households =; 0 _ 1 i ► ; ❑ a. All Homes Have at Least One Zero -Step Entrance ❑ b. All Main Floor Interior Doors & Passageways Have a Minimum 32 -Inch Clear Passage Space ❑ c. Locate at Least a Half -Bath on the Ground Floor with Blocking in Walls for Grab Bars ❑ d. Provide Full -Function Independent Rental Unit Total Achievable Points in Community Design & Planning = 2 E- oa A. Site : A`I 1 ❑ 1. Reduce Heat -Island Effect - Install light-colored, high albedo materials (solar reflectance index >= 0.3) for at least 50% of site's non -roof impervious surfaces - .0:'` 3 ❑ 2. Build on Designated brownfield site B. Foundation - - [`Points automatically granted when project qualifies for measure J3: ES with IAQ] Install a Foundation Drainage System L`y 2. Sealed and Moisture Controlled Crawlspace D ! 2 2 C. Landscaping _ - 0 4 F1 1. 1. Meets Bay -Friendly Landscape Program Requirement ` Q;' .' € , 4 ❑ 2. Meets California -Friendly Landscape Program Requirement 2 3. Rain Water Harvesting System (1 point for <350 gallons, 2 points for > 350 gallons) ❑ a. Less than 350 gallon capacity ' 2 ❑ b. Greater than 350 gallon capacity ❑ 4. Assess Site Climate, Exposure, Topography, and Drainage ❑ 5. Perform a Soil Analysis ❑ 6. Irrigation System Uses Recycled Wastewater ❑ 7. FSC Certified, Recycled Plastic or Composite Lumber - Fencing: 70% 0,:.:: i 1 D. Structural Frame and Building Envelope - 1. Design, Build and Maintain Structural Pest and Rot Controls ❑ a. Locate All Wood (Siding, Trim, Structure) At Least 12" Above Soil ❑ b. All Wood Framing 3 Feet from the Foundation is Treated with Borates (or Use Factory -Impregnated Materials) OR Walls are Not Made of Wood ❑ 2. Use Moisture Resistant Materials in Wet areas of Kitchen, Bathrooms, Utility Rooms, and Basements [ [`Points automatically granted when project qualifies for measure J3: ES with IAQ] I © Build It Green SF Data Collection Form v.3.4 Page 6 of 8 i T' ytN t i Ct ' Y ti - i; x ,.�'+✓ i - 5,,. L "(; ?' n'rA '� i' l -1 k" A ` £ . 2y'as) S t Yy A n;i� ar&L' ,^ '`A k f%%^P i €,."�` ij'S S" .k A µ �' v2t=SR. . S Y •.'� �,"- fix. z 1 "Xy C :* f K ° �. x A d � _ . ,� zp� _ Y,� Lu �_ / ..,...�z::,.o , i..,a.:.Y:........................,.... .. .>-...,.�.,&.i:,t.:G....,2. .. �.k..,..-..,5- , e..., r.,... s,. ..:w ... ,.,..., ..... f ....,.. �3. Use FSC Certified Engineered Lumber (3 points maximum) a. Beams and Headers ❑Z b. Insulated Engineered Headers [`✓� C. Wood I -Joists or Web Trusses for Floors ❑ d. Wood I -Joists for Roof Rafters ❑ e. Engineered or Finger -Jointed Studs for Vertical Applications ❑ f. Roof Trusses: 100% 4, FSC Certified Wood ❑ a. Dimensional Lumber, Studs and Timber. 100% ❑ b. Panel Products: 10D% i o 0 Q C' : o U C 11.I Q CD mcc 2' 0' i 1 0.. 1 0. , 1 0' 1 ".0 2 l). 2 E. Exterior Finish ❑ 1. Green Roofs (25% of roof area minimum) ❑ 2. Flashing Installation Techniques Specified [*Points automatically granted when project qualifies for measure J3: ES with IAQ] D., 1 [ F. Insulation G. Plumbing ❑ 1. Graywater Pre -plumbing (includes washing machine at minimum) ❑ 2. Graywater System Operational (includes washing machine at minimum) ❑ 3. Innovative Wastewater Technology (Constructed Wetland, Sand Filter, Aerobic System) ❑ 4. Composting or Waterless Toilet P5. Install Drain Water Heat -recovery System /6. Install Water Efficient Fixtures a. Showerheads or Shower Towers Use <2.0 Gallons Per Minute (GPM) Total L� b. Faucets - bathrooms <1.5 gpm c. Faucets - Kitchen & Utility <2.0 gpm 0.: 1 0 .. 2 0,. j 1 0' 2 0 f 1 2/%H. Heating, Ventilation, and Air Conditioning 1. Humidity Control Systems (only in California humid/marine climate zones 1,3,5,6,7) 0 I. Renewable Energy ❑ 1. Extraordinary Passive Solar Design (> 50% of load) That is Not Already Reflected in T-24 Modeling 0 : 5 i J. Building Performance 1. Test Total Supply Air Flow Rates 0. , 1 K. Finishes 1. Use Environmentally Preferable Materials for Interior Finishes ❑ a. Cabinets (80% minimum) ❑ b. Interior Trim (80% minimum) ❑ c. Shelving (80% minimum) ❑ d. Doors (80% minimum) ❑ e. Countertops (80% minimum) 0 1 0 1 0 1 0 1 0 [ 1 L. Flooring ❑ 1. Flooring Meets Section 01350 or CRI Green Label Plus Requirements (80% Minimum) [*Points automatically granted when project qualifies for measure J3: ES with IAQ] 0 [ M. Appliances N. Other ❑ 1. Homebuilders Management Staff are Certified Green Building Professionals ❑ 2. Detailed Durability Plan rPoints automatically granted when project qualifies for measure J3: ES with IAQ] ❑ 3. Third -Party Verification of Implementation of Durability Plan [;�4 aterials Sourced, Processed and Manufactured Within a 500 Mile Radius of the Home 5. Comprehensive Owners Manual and Homeowner Educational Walkthroughs D 1 j if D l1 2 0 i 2 0 1 I 3 0 1 © Build It Green SF Data Collection Form v.3.4 Page 7 of 3 Total Available Points in Speck Categories Minimum Points Required in Specific Categories �. 39 )7.7--2- 17- @ Z © Build It Green SF Data Collection Form v.3.4 Page 8 of 8