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Plan set.pdf
AN ADDITION AND INTERIOR IMPROVEMETN FOR: Suda Dev 1135 S Stelling Rd, Cupertino, CA 95014 CODE INFORMATION SCOPE OF WORK OWNER DESIGNER DRAWING INDEX AND ISSUE DATES BUSINESS Rolm Desifn Studio THIS IS A 807 S.F. ADDITION IN AN EXISTING 1,509 S.F. SINGLE FAMILY RESIDENCE LOT. WORK ADDRESS - • JURISDICTION: CUPERTINO ADDRESS - INCLUDES: P: 000.000.0000 P: 925.949.6052_ • ZONING: R1-6 DEMOLITION OF PARTIOAL EXTERIOR WALL, DOORS, FRAME, ROOF, WINDOW F: 000.000.0000 F: - E NEW BEDROOMS, OFFICE, BATHROOMS • APN: 362-22-013 ADDITION AT FRONT BY CONVERTING THE FRONT PORCH TO LIVABLE AREA E: EMAIL@EMAIL.COM E: mehran@rolmdesignstudio.com Z3 • CONSTRUCTION OF EXTERIOR WALLS. CONTACT: CONTCT CONTACT: Mehran Soltanzadeh U) • LOT SIZE: 6,000+/- SF. CONSTRUCTION OF PARTITIONS. Building O • HEIGHT RESTRICTIONS: 2g' -p" CONSTRUCTION OF DOORS AND WINDOWS. Submittal Date . j • CONSTRUCTION OF ROOF AND CEILINGS. • RELOCAT THE EXISTING WAHSER,DRYER, ANDWATER HEATER. Sheet Name 02.12.18 0Y • SETBACKS: UPGARDE ELECTRICAL - PANEL 200 AMP 15-0"20' -0" FRONT SETBACK ONE MASTER BEDROOM, ONE BATH ROOM, KITCHEN AND LIVING ROOM. 0'-0 TOTAL SIDE SETBACKS GARAGE SHALL BE CONVERTED BACK TO USABLE AREA FOR PURPOSE OF AUTOMOBILE ARCHITECTURAL 2 20'-0" REAR SETBACK STORAGE. COVER SHEET O 1 • MAXIMUM LOT COVERAGE: 45% OF THE NET LOT AREA GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -01 O • AN ADDITIONAL 5% IS ALLOWED FOR ROOF OVERHANGS, PATIOS, STIR IMPRVEMENT INCLDUES: GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -02 O PORCHES, AND OTHER SIMILAR FEATURES NOT ENCLOSED ON BY A TREE REMOVAL ONLY CONSTRUCTION BEST MANAGEMENT PRACTICE O WALLS ON AT LEAST THREE (3) SIDES GENERAL NOTES O • MAXIMUM FLOOR AREA RATIO: 45% OF THE NET LOT AREA Al SITE PLAN O 2 EXISTING AND DEMOLITION FLOOR PLAN O PROPOSED FLOOR PLAN AND ROOF PLAN 05/21/18 2 WEST AND EAST ELEVATIONS O 1 NORTH AND SOUTH ELEVATIONS O 1 DRAWING SYMBOL LEGEND PARCEL MAP 0 F F I C E O F C 0 U N T Y A S S ES S O R S A N T A C L A R A C O U N T Y, C A L I F O R N I A OOK 362 22 BUILDING SECTION NUMBER I Q SIM BUILDING SECTION 101 ROOM NAME WITH ROOM NAME (PLAN) SHEET NUMBER FLOOR FINISH ` FLOOR FINISH Z BUILDING SECTION A101; DOORTAG 101 ¢ a (ELEVATION) J 27 SITE WINDOW TAG N LOCATION 1 _ _ � _ ELEVATIONS REVISION TAG 101 LEVEL NAME -- S. 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I I ! •f. 39 2o' I 1 Z 1 8. 2 ; 4 5 6 7 8 9 ]0 11 12 13 14 75 16 17 f8 8:m 2 ELEVATION LEVEL ELEVATION Q I I 1 I I I I I I __ 99.15 WALL SECTION 101 I I I I I I I I I I I -_ Q'O DETAIL NUMBER LEVEL TAGS 11 I 10 8 7 6 4 3 2 1 I 2 I 3I 5 6 1 7NAME 60.5 a' -{-----+-----+-----+-----+-----+-----+-----+-----+-----+- -----+-----+-----+-----+-----+- +--- - 40ELEVATION I I I I I I I I I I I I I I I a IM 12 I 13 I 14 I 15 16 17 18 I 19 I 20 I 21 22 15 I 14 I 13 I 12 I 1 11 10 I 9 Z I I I I I I I I I I I I I I I 1 o s I I I I I I I I I I I I I I I I 9057 I DETAIL CALLOUT SHEET NUMBER 8 38 S, ; if ; 135 ; 34 33 ; 32 ; 31 ; y� ; 29 28 27 26 25 ; 24 23 22 ; 21 S� 23 101 DRAWING TITLE .� DRAWING NAME 0 Im g 20 I I I I I [ I I I I I I I I I I Im SCALE I I I I I I I I I I I ' I ►9.59 I 01 I 61 I $2 I 80 I Bt I BO I 82 I 6 I 81 I 65.T9 s0 ! 80 I 80 I 60 I 60 I 80 I 80 79.88 IA92 'M 1pa10 1046 low flat 0105 1110 lfN 1120 If74 11.72 f1m 1144 1148 1154 1150 ]ffi8 + R - HUNTERSTON - - - - - - - - —PLACE—'o R IITRACT NO. 2556 I TRACT NO. 2591 : STELLAR HEIGHTS HUNTINGDON VILLAGE J / 120-M-45 114-M-35 J I 21 z DETAIL CUT 101 SIM 0 (PLAN/SECTION) SIM I RELATED DETAIL 101 101 NORTH ARROWS CUT BELOW OR ABOVE NOTE FOR CONTRACTOR: 1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. VICINITY MAP SITE LOCATION S fb a 0 r a a f] c s �p c. r a sa a 135 South Stelling Road MA all• w LAWRENCE E. STONE — ASSESSOR Coda w mop rix eattrnoent Pip= only. CMVI.Ied under R. d T. Code, Sec. 327. Eff wtlw Roll Yaar 2017-2018 Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. 0 z W W Ov Ili 'T a W �Q OER �� V W N H Q N Z L z y �v Q z 0 D Q z Q Revisions Revision No. Date Description 1 7/13/18 PLANNING COMMENTS 0 a m r X C A a Description APPLICABLE CODES COVER SHEET D. to Hillview 8 U Chapel - 2016 CALIFORNIA RESIDENTIAL CODE Project Date 5/21/2018 - 2016 CALIFORNIA BUILDING CODE - 2016 CALIFORNIA MECHANICAL CODE Drawn by RDS - 2016 CALIFORNIA PLUMBING CODE - 2016 CALIFORNIA ELECTRICAL CODE Checked by RDS 2016 CALIFORNIA GREEN BUILDING DE Project Number 180509 75 - 2016 CALIFORNIA ENERGY CODE N Scale 1/2" " = 1'-0 N Echa Hill Ct N Robindell 8y O 00 AOmOO O 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101 .1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or 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. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the Califomia Electrical Code, Article 625. Exceptions: On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1. Where there is no commercial power supply. 2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 2081240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the Califomia Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the Califomia Building Code, Chapter 2, to the building. INSPECTOR SIGNOFF 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8 -foot (2438 mm) wide minimum aisle. A 5 -foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 2081240 - volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40 -ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 1. The California Department of Transportation adopts and publishes the "Califoma Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 13-01. Website: www.dat.ca.govttrafficops/policy/13-Ol.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero -Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http:l/opr.ca.gov/docs/ZEV_Guidebook.pdf. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the Califomia Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and Showerheads) shall comply with the following: 4.303.1.1 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 Specification 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. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 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 Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rete of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 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. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 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. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GALICYCLE WATER CLOSET 1.28 GALIFLUSH URINALS 0.125 GALIFLUSH INSPECTOR SIGNOFF 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 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 or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsite are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted onsite (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 Ibs.lsq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.htmi may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this [Califomia Green Building Standards] code. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I joists or finger jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. INSPECTOR SIGNOFF ::1 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g 03/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR PWMIR . The sum of all weighted -MIR for all ingredients in a product subject to this ( ) 9 9 P 1 article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWM IR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct vent sealed combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to meet the emission limts. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and 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 water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 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 Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchlamethylene and triclomethylene), 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 1 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 Califomia Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, 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 4.504.3 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 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 22(a)(2) and otherrequirements,in including prohi i i ns on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of Califomia 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. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMITI,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1166. DISCLAIMER.THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED ASA MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ONAN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. F; 0 !1)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. lY O LL Z H W w Oy W 'T a.W Q O �U lY � U O W N s= H Q N Z if) Z y �v Q Z O H D Q Z Q Revisions Revision No. Date Description Description GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -01 Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale 75 D- N N r - O N 00 O INSPECTOR SIGNOFF 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET T (INCLUDING JANUARY 1, 2017 ERRATA) TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETEIMASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. INSPECTOR SIGNOFF TABLE 4.504.5 - FORMALDEHYDE LIMITSI MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5116" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor AdvantageTm Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 at seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the Calfibmia Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are edacceptable. INSPECTOR SIGNOFF CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owners agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owners agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. INSPECTOR SIGNOFF DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED ASA MEANS TO INDICATEAREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITYASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. lY O LL Z H W 2 W Oy wa. ' T 2 ER N O W s= H Q N Z 1.0 Z y �v Q Z O H D Q Z Q Revisions Revision No. Date Description Description GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -02 Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale In the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live hear polluted streams or bayiands. Proper management of construction sites reduces pollution significantly. This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge into the storm drain prohibited It is unlawful to cause, allow, cr permit to be discharged, any discharge not composed entirely of 5tormwater to the storm drain system or to surface waters or to any location where it would contact or eventually be transported to surface waters, including flood plain areas, unless specifically called out in the Muricipal Regional Permit as an exempt or conditionally exempt disdtarge. 9.18.070 Accidental Discharge All persons shall notify the Director of Public Works immediately upon accidentally discharging pollutants of concern to enable countermeasures to be taken by the City to rrr nimize damage to storm drains and the receiving waters. Initial notification shall be folkvved, Wtbin five(5) business days of the date of occurrence, by a detailed written statement describi ng the causes of the acddental discharge and the measures being taken to prevent future ocaarrences. Such notification Wil not relieve persons of liability for violations of this chapter or for any fines imposed on the City on account thereof under Section 13350 of the Califomia Water Code, or for vidation of Section 5550 of the Califomia Fish and Wildlife Code, or arty other applicable provisions of State or Federal laws. 9.18.220 Violation* Any person who vidates any provision of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of the City of Cupertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, states". Unless otherwise specified by this code, an infraction is punishable by: 1. A fine not to exceed $100 for a first violation 2. A fi ne not to exceed $200 for a second violation 3. A fi ne not to exceed $500 for a third violation of the same chapter within one year. 9.18.240 Civil penalty for illicit discharges* Any person who discharges pollutants, in violation of this Chapter. by the use of illicit connoctions shall be civilly liable to the City in a sum notto exceed twenty-five thousand dollars per day per violation for each day i n which such violation occurs. *Excerpts - For complete CODE language refer to the City o2upertino Municipal Code. C u p e r t i n o Building Dept: 408-777-3228 Public Works Dept 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 www.recvclestuff.cam Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 448-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-852-7550 (2 hrsl Report spills to 91 1 APPROVE /xii, TIMM BORDEN, 9=45512 DATE DIRECTOR OF PUBLIC WORKS rl N N O N 00 O General Construction and Site Supervision Storm Drain Pollutionfrom Construction Activities Construction sites are Common sources of stone aaler pollution. Materials and wastes that blow or .sash Into a sit orm dram _ gut ter, or sit ree It have a direr: impact on local creeks and Ilhe Bay Asa contractor, or site supervisor, owner ar orator of a ice u e responsible f op s . yo ria y b air any environmental damage caused by your subcontractors or employees. Gert era! Princi pies J Keep an orderly si to a nd a nsure good housekeeping practices are used. ❑ Ma irdain equipment properly ❑ Cover materals vdlen they are not in use ❑ Keep iratenals away from streets. storm drains and d ranage channe.s ❑ Ensure dust control water doesn't leave site or discharge to stormdrarns Advance Planfirng To Prevent Paflution J Schedule excavation and gracing activities for dry weather periods. To reduce soi erosion plant temporary vegetation or place oiherefosion controls before rain begets. Use t tie Erasion and S edvir ent Cordia,' Mar ud available from 'he Regaiai )Nater Quality Control Boa rd. as a reference. ❑ Control the amount of runoff crossing your site(espeaallY during excavaVonl) by using berms or temporary or permanent drainage ditches to diverl water floav around the site Reduce siornmete r runoff velocities by constructing temporary check dams or berms where appropriate Trai n your emp loWes and su bcontract ors The CrN can prcmde brochures about these Issues for }'ell to distribute to wia*ers at your construction site. Inform you r subconlra dors about t he stormvoer requirements and tf err own responsibilities. Use Sbepnr>tlora Cean Baya construction best managerrlent ractces guide available at ourBuldrig Dept. munler Good housekeeping Practices J Designate one area of the site for auto paiki ng vehicle refu O rig. and rout Pte a qui lament mair>lenance. The designated area should be welt aawav from stre arms or storm drain I rr1 ets. termed if necessary Make major repars off site ❑ To prevent off site tracking of dirt. provide entrances wth sta bill zed aggrega:e surfaces. Or provide a h re wash area J Keep materials out of the rain — preue nt runoff contamination at the source Caner exposed plies cf soil or construction materials with plastic sheeting or temporary roofs. Before It rains, sweep and remove materials from surfaces that dram to storm drains creeks, orcrnanne5 ❑ Contain all litter, food wrappers, bottles and cans- Place lidded trash and recycling blas armrnd the site © Clean up leaks, drips and other spills m n -ed atel y so t hey d o eat contain nate soli or groundvotef or leave residue on paved surfaces. Use dry Cleanup methods whenever posstge_ If you must use water. use just enough to keep the dust down. J Cover and mairtain durrpstefs Place dumpste rs under rods or cover oath tar ps or rustic sheeting secured around the outside of the dumpster Netter clean out a dumoster by r oslrrg it dowm on the ccnstruct on site. ❑ Place ponable toilets away from storm drains - Make sure portable toilets are in goodvwrkng order Check fre-auenfly for leaks. Ma cert alsNVa ste He ndfing J Practice Source Reduction --mnim2e caste when you order tib cert als Fstimm".e carefully. ❑ Recycle excess materials whenever passible suchas concrete asphalt scrapmetal sdveril5. degreasers. cleared vegetation paper rock and vehicle n1a.+ntenance materials suds as used oil. antifreeze_ batteries_ and tires. ice alr� for info LJ Dispose of all wastes properly. Mraterialsthat cannot oe recycled must be taken to an appropriate landfillor disposed of as hazardous waste. Neer bury vo5le materials or leave them in thestreet orneara creek or stream bed. Permits J Inadd. tiontoismlgradingand hu4chrig perrrits }cu veil need to obtain coverage under the Slate's General Construction Activty Sfoirnvmter Permt if yjurconstruction site's disturbed area totals 5 acres or more. Info mntron on the GeneralPemmt can be ohaned from the regional Water Quality Control Board. (Thiscriteriawill change toone acre as of Mar. 2003.) Landscaping, Gardening, and Pool Maintenance Lands capinglGarden Maintenance r, Protect stockpiles anc landscaping materials from wind and rain by storing liem under tarps or secured plastic sheeting J Schedule grading and Axcav !' n projects during dry weather ❑ Use temporary check dams orditches to divenrunoff awayfrom stormdrarns. J Protect storm drains with sand bags, gravel - filled bags. straw wattles, or cfher sediment CON ro Is J Re -vegetation is an excelienl form of erosion cont roIfor any site LJ Store pesticides. fertilizers and other chemtcaIs indoors or in a shed or storage cab, net LJ Use pesticides sparingly accordrng to mstructicts on the labe Rlnseempty conlarnerS and use rinsewater as product. Dispose of rinsed errpy containers in the trash Dispose of unused pesticides as haza•dous waste J InCuper tin o.res III entswithcurbsidereoycling can collect lawn. garden and tree tnmrnings in yardwaste toters. Yardwaste will be mIlected and composted by the city's conlractors- Residents are encouraged to compost yardwasle on-site themselves- Or take yardwaste to a landfill where It will be corn po sted Landscape contractors should take clippings and pruning waste to a landfill that corn posts yard waste 113FIs Nawby Island and ZankerRd Ian df ill are tie nearest) J Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Many landscaping activities expose soils and increase the likellhoedthat earth and garden chem cars well run of into the storm drains during irrtgaton or when it rains Swimming pool water contairing &brine and copper -based algaecides should never ber discharged to storm deans. Thasechemlcatsare toxic b aquatic life. Pool*ountain/Spa Maintenance Draining pools or spas When Its trete to drain a pool spa or'ountaln please be sire to call the Cupertino Sanitary Dislrlct before y3u start forfurlherguicance on flow rate restrictions. backflow preventron, and handln9 specia cleaning waste (such as acid wash; Discharce flows shoulc be kepi to the low levels typically possibiethrough a garden hose. Higher flow rates may be prohibited by Iecal ordinance. J Never discharge pool or spa water to a street or storm drain: discharge to a sanitary sewercleanout. if possible. when emptying a poolor spa let chlorine dissipate for a few daysand then recycleireuse waterbv draining it gradually onto a landscaped area J Do not use copper -based algaecides Control algae wIt chlor i ne or other a4ernatives. such as sodrun- bromide. Filter Cleaning J Never clean a filter in the street or near a storm drain- Rime cartricge and diatomaiIs earth filters onto a din area, and spade filter residue into soil Dispose of spent diaecmaceous earth in the garbage ❑ If there is no suitable dirt area tali Cupertino Sanitary brinstructionson dlschargingfilter harkwasn or nnsewater to the sanitary sewer, Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities Soil excavation and grading operations loosen large, cmounts of soil that can flow or blow into storm trains when handled improperly. Sediments in runoff can d9 o storm drainq s smother aquatic life. and cestroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and stow the flow with check dams or roughened ground surfaces Practices During Construction J Remove existing vegetation only when absolutely necessary Plant temporary vegetation for erosion control on slopes or where can strudion Is not immediately planned. Protect downslope drainage courses, streams, and storm drains with wattles. or temporary drainage swales Use check dams or ditches to divert runoff around excavations Refer to the Regional Water Quality Control Boards Erosion and Sediment Control Field Manual for proper erosion and sediment oontrol measures J Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Painting and Application of Solvents and Adhesives Storm Drain Pollution from Paints, Solvents, and Adhesives All paints, solvents, and adhesives contain chemicals that are harmful to wildlife in local creeks, San Francisco Bay, aid the Pacific Ocean. Tonac chemicals may come from liquid or solid products or from cleaning resduesorrags. Paint material and wastes adhesives and ilea ning fluids should be recycled when possible. or disposed of properly to pfevent these materials from flawing into storm drains and watercourses. Handling Paint Products J Keep all liquid paint products and wastes away from the gutter, street, and storm drains - Painting Cleanup LJ Never clean brushes or rinse paint containers into a street, gutter, storm drain, French drain, or creek. I] Forwater-based paints. paint out brushes to the extent possible. and rase into an inside sink drain that goes to the sanitary sewer For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent Filter and reuse ttinners and solvents. where possible. Dispose of excess liquids and residue as hazardous waste. LJ When thoroughly dry emptypaintcans used brushes. rags and drop doths may be disposed of as garbage faint Removal J Paint chips and dust from non -hazardous dry stripping and sand blasting maybe swept up or collected In plastic drop cloths and disposed of as trash. J Chemical paint stripping residue, and chips and dustfrom marine paints. or paints containing lead, mercury or tri butyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor J when stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into sal. Or check with Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain Sampling of the washwater may be required ❑ Washwater from painted buildings constructed before 1978 cancontain high amounts of Lead, even if paint chips are not present. Before you begin stripping paint or cleaning pre -1976 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboralory. (See Yellow Pages for a state -certified laboratory ) J If there is loose paint on the building. or if the paint tests positive for lead block storm drains Check with Cupertino Sanitary District t) determine whether you may discharge water to the sanitary sewer. or 4 you must send it offsite for disposal as hazardous waste. Paint Disposal, Return or Donation J Dispose of unwanted liquid paint thinners. solvents glues. and cleaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm. 299-7300)- J Or Return to supplier. (Unopened cans of paint may be able to be returned. Check with the vendor regarding its "buy-back" policy ) J Donate excress paint (call 299-7300 to donate.) Roadwork �1 and Paving General Business Practices .J Develop and implementerosionlsediment control plans for roadway embankments. ❑ Schedule excavation and grading work during dry weather. J Check for and repair leaking equipment ..i Perform major equipment repairs at designated areas In your maintenance yard where cleanup is easier.Avoid performing equipment repairs at construction sites. �1 When refueling or when vehiclefequipm ent maintenance must be done on site, designate a Iota do n away fro m storm drain s an d creeks �l Do not use diesel oit to lubricate equipment parts or clean equipment J Recycle used oil. concrete broken asphalt etc whenever possible or dispose of properly_ (www recyclestuff.com for list of recycling compa nies.I Asphalt/Concrete Removal .l Avoid creating excess dust when breaking aspha It of concrete r1 After breaking up old pavement. be sure to remove all chunks and pieces. Make sure broken pavern ant does not com a in contact with rainfall or runoff �l When making saw cuts_ use as little water as possible. Shovel or vacuum saw -cut slurry and remove from the site. C over or p rotect sto rm drain inlets during saw -cutting. Sweep up. and properly dispose of. all residues. J Sweep, never hose down streets to clean tip tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork Road paving. surfacing. and pavernent remova happen right in the street. where there are numerous opportunitiesforasphall. saw -cut slurry. or excavated material to illegally enter storm drains. Extra planning is requited to store and dispose of materials properly and guard against pollution of storm drains creeks, and the Bay. During Construction ❑ Avoid paving and seal coating in wet weather, of when rain is forecast, to prevent fresh materials from contacting storm water runoff. ❑ Cover and seal catch basins and manholes when applying seal coat slurry seal `og seal. or situ tar materials ❑ Protect drainage ways by using earth dikes. sand bags. or other controls to divert or trap and filter runoff ❑ Never wash excess material from exposed - aggregate concrete or similar treatments into a street or storm drain Collect and recycle. or d ispose to d in a rea. ❑ Coverstockpiles tasphalt sand etc.) and other construction materials with plastic tarps. Protectfrom rainfall and prevent runoff with temporary roots or plastic sheets and berm s Ll Park paving machines over drip pans or a bsorbe nt m a to Fiat (cloth rags. etc. ) to catch drips when not in use ❑ Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags), ordig up remove - and properly dispose of contaminated soil © Collect and recycle or appropriately dispose of excess abrasive gravel or sand ??7 ❑ Avoid over -application by water trucks for dust control. Dewatering Operations Storm Drain Pollution From Dewatering Activities Be sure to call your city's storm water inspector at 408-472-9907 before discharging water to a street, guttef, or storm drain. Filtration or diversion through a basin, tank. and sediment trap may be required. Reuse water for dust control, irrigation or another on-site purpose to the greatest extent possible Checkfor Sediment or Toxic Pollutants ❑ Check for odors, discoloration. or an oily sheen on groundwater. ❑ Ask your city Inspector whether the groundwater must be tested by a certified labo ratory. ❑ Depe tiding on the test results. you may be allowed to discharge pumped groundwater to the storm drain OR you may be required to discharge to the sanitary sewer air collect and haul the water off-site for treatment and disposal at an approp nate treatment facility LJ When discharging to a storm drain. protect the inlet using a barrier of burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. ❑ Contact Cupertino Sanitary District at 253 -707 1 prior to discharging to the sanitary sewer_ Removal of BMP Facilities The Project Contractor is responsible for removal of all BMP Facilities located within the Public Right of Way upon project final inspection. Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars that wash into lakes. streams, or estuaries are toxic to fish and the aquatic e nvironmen t. Disposing of these m ate,ials to the storm drains or creeks can block storm drains, causes serious problems and is prohibited by law General Business Practices J Wash out concrete m i xe rs only in designated washout areas in your yard, away from storm drains and waterways. where the water will flow into a temporary waste pit in a dirt area Let water percolate through soil anddispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse :.J wash out chutes onto din areas thatdo not flow to streets or drains J Always store both dryand wet materials tinder cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind Secure bags of cement after they are open Be sti re to keep wind-blown cement powder away from streets gutters. storm drains. rainfall and runoff. J Do not use diesel fuel as a lubricanton concrete forms. tools or traders During Construction J Don't mix up more fresh concrete or cement than you will use In a two-hour period J Set up and operate small mixers on tarps or heavy plastic drop cloths. J When cleaning up after driveway or sidewalk construction. wash fines onto dirt areas. not down the driveway orinto the street or storm drain J Protect applications of fresh concrete and mortar from rainfall and runoff until the Fin ateria I ha Is dr led J wash down exposed aggregate concrete only when the washwater can (f ) flow onto a dirt area. (2) drain onto a bermed surface from which It can be pumped and disposed of properly. or (3) be vacuumed from a catchment created by blocking a storm drain Inlet If necessary, divert runoff with temporary berms Make sure runoff does not reach gutters or storm drains. J When breaking up pavement, be sure to pick up all the pieces and dispose of properly Recycle large chunks of broken concrete. See www. red ucewaste. Ong for into an recyclers Never bury waste material Dlspose of small amounts of excess dry concrete_ grout and mortar in the trash J Never dispose of washout Into the street. storm drains, drainage ditches. or streams Its �1_ __J Heavy Equipm ent Operation 5tormwater Pollution from H eavy Equ ipm ent on Construction S ites Poo rly m arnta ined veh icles and heavy equipment that leak fuel. oil. antifreeze or other fluids ort the construction site are corn m on sou rtes of storm drain pollutio n. Prevent spills and leaks by isolating equipmentfro m runoff channels.andby watching or leaks and other maintenance etc g f problems. Remove construction equipment from the site as soon as possible Site Planning and Preventive Vehicle Maintenance J Designate one area of the construction silewell away from stream s or storm drain inlets. forauto and equipm ent parkrng refueling and roaline vehicle and egr..pment maintenance Contain the area with berm s sand bags, or other barriers J Maintain all vehicles and heavy egwpnenl h sip ec.t frequ entry for a rid repair leaks J Perform major maintenance,repair jobs ano vehicle and eqc pm en; washing orf -site, wne fe cleanup 'seas�er J If you mas:crain and replace motor0ir radiator coola ni or cfher fluids on site use drip pans or drop cloths to catch drips and spills Collecl alt SDenl flu ds silo re in separate coq la rn ers and properly dispose as hazardouswaste(recycle whenever possible) J Do not use diesel oil to lubricate equipment parts or clean ecuipm epi use only water for any onsite cieaning. J Cover exposed fifth wheel hitches and other 00y or greasy eq u•pm a nt du -Ing rain everts 5piff Cleanup J Clean up spills immediately J Never hose down'du:y' Davemer.tDr .m perm cable surfaces w he re flu ids n ave spillea Use dry cleanup methods ;absorbent m aterra 15 cat Biter a ncror rag sj w he never poss Ib le and Dro perry d is p o s e o f a b so rb a n m ater.a is J Sweep up spilled dryrnalenals immediately. Never attempllo wash them away" with waler. or hury them J Use as little water as possible for dust cnnliai Ensure water used doesn I leave sill or discharge to storm drains J Clean up spills on dirt areas by digging up anG p rop e-Iy dis res ingof con tam lea ted soil J Car1911 for significant spills ❑ If the spill poses a significant hazard to human health and safety property or the envlrunri ent you m ust also report it to the Slate Office of Emergency Services. Small Business Hlaaardous Waste Disposal Prgm Businesses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use this program. Call 408-299-7390 for a quote. CONSTRUCTION BEST MANAGEMENT PRACTICES C]tr1y*' rCU WrrNIrN� DEPARTMENT OF PUBLIC WORKS CITY OF CUPEkTIi O //n Sunt. Clara vattcv t rhari Runur]' Pollution Prcrcniion Prn�rim UPDATED SEPTEMBER 2016 SHEET: OF SHEETS FILE: F ; D Rolm Design Studio Mehran Soltanzadeh mehrangrolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. 0 LL Z W w > 0y iii 'T 2 W lY � ER Q N o LU s= Q U Z � � Z y U a Z 0 D °a Z Q Revisions Revision No. Date [:Description Description CONSTRUCTION BEST MANAGEMENT PRACTICE Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale A0.05 o_ N N O N 00 O General Notes 1 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. 2 ALL EXTERIOR LIGHTS WILL BE SHEILDED AND DOWNWARD DIRECTED. 3 EXCAVATION ACTIVITIES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650-496-5953. ANY CHANGES SHALL BE APPROVED BY THE SAME. 4 DRYER VENTING SHALL TERMINATE ON THE EXTERIOR OF THE BUILDING AND WILL HAVE A BACK DRAFT DAMPER (FLAPPER). SCREENS SHALL NOT BE PERMITTED OR INSTALLED AT THE DRYER VENT TERMINATION. CLOTHES DRYER VENT PIPES SHALL NOT PASS THROUGH OR EXTEND INTO TO DUCTING OR PLENUMS. DRYER DUCTING SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT, YET MUST BE FASTENED AND SEALED SUBSTANTIALLY AIRTIGHT AT EACH JOINT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE) A MINIMUM OF A 4 -INCH DIAMETER DUCT IS REQUIRED. 5 CLOTHES DRYER VENT DUCTS SHALL BE METAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. AN APPROVED FLEXIBLE DUCT CONNECTOR OF NOT MORE THAN 6 FEET IN LENGTH MAY BE USED TO CONNECT THE DRYER TO THE DRYER VENT PIPE. FLEXIBLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITHIN THE CONSTRUCTION. (FLEX DUCT CONNECTORS SHALL NOT PASS INTO OR THROUGH A CONCEALED SPACE. THIS INCLUDES CABINETS, WALLS AND ATTIC SPACES). 6 7 DISHWASHERS ARE REQUIRED TO HAVE A LISTED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. THE LISTED AIR GAP SHALL BE INSTALLED WITH THE FLOOD -LEVEL (FL) MARKING AT OR ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN -BOARD, WHICHEVER IS HIGHER. 8 WINDOW & DOOR SIZES SHOWN ARE FOR DESIGN PURPOSES ONLY. ACTUAL WINDOW & DOOR SIZES SHALL BE FRAMED & SET PER MFG. SPECIFICATIONS. MAKE & MODEL NUMBERS SHALL BE CALLED OUT PER SUPPLIER'S AND/OR OWNER'S SPECIFICATIONS. WINDOWS TO BE DUAL -PANED. 9 10 ALL EXTERIOR DOORS SHALL BE AT LEAST 1 3/4" THICK. 11 ALL GLASS DOORS, GLASS WITHIN 24" OF DOORS & WITHIN 18" OF FLOORS, GLASS SUBJECT TO HUMAN IMPACT, ETC. SHALL BE SAFETY TEMPERED. 12 BEDROOM WINDOWS SHALL HAVE MAX 44" HIGH SILL & MIN. NET CLEAR OPENINGS OF 20" IN WIDTH & 24" IN HEIGHT W/ MIN. CLEAR OPENING OF 5.7 FEET PER C.B.C. 13 PROVIDE MOISTURE RESISTANT UNDERPAYMENT TO A MIN. HEIGHT OF 72" ABOVE DRAIN IN ALL SHOWERS w/ TEMPERED GLASS ENCLOSURE PER CBC. 14 PROVIDE TEMPERATURE MIXING VALVE @ ALL SHOWERS PER C.P.C. 15 WATER HEATERS & FURNACES TO BE C.E.C. CERTIFIED. WATER HEATERS TO HAVE PRESSURE & TEMPERATURE RELIEF DEVICES & DISCHARGE TO OUTSIDE. 16 CONTRACTOR SHALL PROVIDE ALL DOCUMENTATION FOR WASTE MANAGEMENT PLAN TO THE JURISDICTION PRIOR OF FIRST INSPECTION. 17 ALL ADHESIVES, SEALANT, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINT CONTAINERS MUST REMAIN ON THE SITE FOR FILED VERIFICATION BY THE BUILDING INSPECTOR. 18 PRIOR THE FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR OR OWNER MUST BE PROVIDED TO THE TOWN OF LOS GATOS BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATING, AEROSOL PAINTS, AEROSOL COATING, CARPET SYSTEM, RESILIENT FLOORING SYSTEM, AND COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504. 19 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. 20 WATER-RESISTANT GYPSUM BACKING BOARD SHOULD NOT BE USED IN THE FOLLOWING LOCATIONS PER CBC: a) OVER A VAPOR RETARDER. b) IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. c) ON CEILING WHERE FRAME SPACING EXCEEDS 12 INCHES CENTER. 21 PROVIDE FIRE -STOPS IN OPENINGS @ FLOOR & CEILINGS OF ALL FIREPLACES PER C.B.C. 22 PROVIDE AC/DC SMOKE DETECTORS WITHIN EACH SLEEPING ROOM & CENTRALLY LOCATED IN CORRIDORS OR AREAS GIVING ACCESS TO EACH SLEEPING AREA ALL DETECTORS TO BE INTERCONNECTED TYPICAL WRAP ALL EXTERIOR WALLS WITH CDX PLYWOOD TYPICAL THROUGHOUT. 23 PROVIDE 16" DEEP x 12" TALL GYPSUM BOARD SOFFIT o/ UPPER CABINETS @ KITCHEN & LAUNDRY ROOM. 24 ALL HOSE BIBBS SHALL HAVE NON -REMOVABLE TYPE BACK-FLOW PREVENTION DEVICE. 25 BASEMENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER 200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1 A) MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2 B) MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3 C) MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR 26 OPENING OF 5 SQFT. 310.1.1 OPENING SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE FLOOR. 310. 27 FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3 -FEET BETWEEN THE COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1 SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN 72 INCHES (6 FT). CRC R307.2 28 THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND SELF CLOSING, SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. 29 THE MAXIMUM RISER HEIGHT CAN BE 7.75 -INCHES. MINIMUM TREAD DEPTH CAN BE 10 -INCHES. FOR ANY TREAD DEPTH LESS THAN 11 -INCHES, A NOSING OF NOT LESS THAN 0.75 -INCHES, BUT NOT MORE THAN 1.25 -INCHES SHALL BE PROVIDED. 30 DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3. GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3, #5 GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 -INCHES ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC (I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR). CBC 2406.3, #6 DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3. GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3, #5 GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 -INCHES ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC (I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR). CBC 2406.3, #6 General Notes 31 MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-3/4 INCHES LOWER THAN THE DOOR'S THRESHOLD FOR IN -SWINGING AND SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR IN -SWINGING AND MAIN ENTRY DOOR. 32 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. (GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6 ALSO 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED. 33 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. (GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6 ALSO 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED. 34 22" MIN SHOWER DOOR CLEARANCE TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS FOR BATHROOMS AND KITCHEN 35 CEMENT BOARD SUBSTRATE FOR SHOWER WALLS REQUIRED. 36 THE FINISH GRADE WITHIN 10' OF HOUSE SHALL HAVE A 5% SLOPE AWAY FROM FOUNDATION. 37 EXISTING DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. 38 PORTABLE WATER SUPPLY SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLY PER 2016 CFC SEC. 903.3.5 39 APPROVED NUMBERS OR ADDRESSES SHALL BE PLACE DOMN ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER 2016 CFC SEC. 505 40 PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE TOP AND BOTTOM OF THE STAIRCASE. 41 PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. 42 SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED PER CBC. IN SHOWERS & TUB/SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER CPC. 43 WATER HEATERS SHALL BE STRAPPED WITHIN THE UPPER & LOWER 1/3 OF THE HEATER STRAPS SHALL BE LOCATED A MIN. OF 4" FROM ANY CONTROLS. WATER HEATER TO BE ON PLATFORM 18" MIN. A.F.F. - TYPICAL. 44 PROVIDE A NON-COMBUSTIBLE HEARTH SLAB WITH NON-COMBUSTIBLE SUPPORTS IN FRONT OF FIREPLACE. 45 COMBUSTIBLE MATERIAL SHOULD NOT BE PLACED WITHIN 6" OF THE FIREPLACE OPENING. 46 COMBUSTIBLE MATERIALS WITHIN 12" OF THE FIREPLACE OPENING SHOULD NOT PROJECT MORE THAN _" FOR EACH 1" CLEARANCE FROM THE FIREPLACE OPENING. 47 GUEST ROOMS AND HABITABLE ROOMS WITHIN A DWELLING UNIT OR CONGREGATE RESIDENCE SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA NOT LESS THAN ONE TENTH OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 10 SQUARE FEET. 48 WATER EFFICIENCY AND CONSERVATION INDOOR WATER USE (CGC 5.303) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) SHALL COMPLY WITH THE FOLLOWING: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GAL/FLUSH (CGC 403.1.1 THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOT EXCEED 0.5 GAL/FLUSH (CGC 403.1.2) FITTINGS (FAUCETS AND SHOWERHEADS) HAVE ALL REQUIRED STANDARDS LISTED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3 AND CGC 403.1.4 AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH CGC 4.304 ENHANCED DURABILITY AND REDUCED MAINTENANCE 49 ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE RODENT PROOFED BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY PER CGC 4.406.1 50 CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING (CGC 5.408) A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CGC 4.408 51 ENVIRONMENTAL QUALITY: ANY GAS FIREPLACES SHALL BE A DIRECT -VENT SEALED -COMBUSTIBLE TYPE. ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS PER CGC 4.503.1 52 POLUTANT CONTROL (CGC 5.504) AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST OR DEBRIS, WHICH MAY ENTER THE SYSTEM PER CGC 4.504.1. 53 PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC 4.504.2.2. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3. DOCUMENTATION WILL BE PROVIDED, AT THE REQUEST OF THE BUILDING DIVISION, TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENT PER CGC 4.504.3. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE REQUIREMENTS PER CGC 4.504.4. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDING SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS PER CGC 4.504.5. 54 INTERIOR MOISTURE CONTROL: A CAPILLARY BREAK SHALL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. THE USE OF A 4" THICK BASE OF'/2" OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESS THAN 6" WILL BE PROVIDED PER CGC 4.505.2 AND CRC R506.2.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALL. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE CHECKED PRIOR TO FINISH MATERIAL BEING APPLIED PER CGC 4.505.3. 55 INDOOR AIR QUALITY AND EXHAUST FANS, WHICH ARE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING, SHALL BE PROVIDED IN EVERY BATHROOM PER CGC 4.506.1 56 HEATING AND AIR-CONDITIONING SYSTEM SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: HEAT LOSS/HEAT GAIN VALUES IN ACCORDANCE WITH ANSI/ACCA 2 MANUAL J-2004 OR EQUIVALENT. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1, MANUAL D-2009 OR EQUIVALENT. SELECT HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH ANSI/ACCA 3, MANUAL S-2004 OR EQUIVALENT. INSTALLER SPECIAL INSPECTOR QUALIFICATION HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS AND EQUIPMENT BY A RECOGNIZE TRAINING OR CERTIFICATION PROGRAM PER CGC 702.1. 57 MIXING VALVE IN A SHOWER SHALL BE PRESSURE BALANCING SET A MAX. 120 OF. WATER -FILLER VALVE IN BATHTUBS SHALL HAVE A TEMP. LIMITING DEVICE SET AT 120 OF MAX. 58 SHOWER STALLS SHALL BE A MIN. FINISHED INTERIOR OF 1,024 SQ. INCHES,CLEAR CEENTER DIMENSION OF A 30", & DOORS SHALL SWING OUT WITH OPENINGS 22" MIN. 59 THE WATER CLOSET SHALL HAVE MIN. CLEARANCES OF 30" WIDTH (15" ON AND 24" IN THE FRONT. 60 i.ALL RECEPTACLES SHALL BE GFCI AND TAMPER-RESISTANT (TR). NEW OUTLETS SHALL HAVE A DEDICATED 20 -AMP CIRCUIT. 61 HYDRO -MASSAGE TUBS SHALL HAVE MOTOR ACCESS, A DEDICATED CIRCUIT, AND BE UL LISTED. ALL METAL, CABLES, FITTINGS, PIPING, ETC. WITHIN 5' OF THE INSIDE WALL OF THE TUB SHALL BE PROPERLY BONDED WITH AN ACCESS PANEL. 62 LIGHTING FIXTURES LOCATED WITHIN 3' HORIZONTALLY AND 8' VERTICALLY OF THE TUB/SHOWER SHALL BE LISTED FOR A DAMP LOCATION, OR WET LOCATIONS IF THE SUBJECT TO SHOWER SPRAY. 63 AN EXHAUST FAN SHALL BE INSTALLED AND BE ON A SEPARATE SWITCH FROM THE LIGHTING. GLAZING IN TUB SHOWER ENCLOSURES SHALL BE SAFETY GLAZING WHEN > 60"ABOVE THE STANDING SURFACE GLAZING WITHIN 60" OF A TUB/SHOWER AND LESS THAN 60" ABOVE THE FINISHED FLOOR SHALL BE SAFETY GLAZING. 64 INSTALLER SPECIAL INSPECTOR QUALIFICATION HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS AND EQUIPMENT BY A RECOGNIZE TRAINING OR CERTIFICATION PROGRAM PER CGC 702.1. General Notes 65 MIXING VALVE IN A SHOWER SHALL BE PRESSURE BALANCING SET A MAX. 120 OF. WATER -FILLER VALVE IN BATHTUBS SHALL HAVE A TEMP. LIMITING DEVICE SET AT 120 OF MAX. i.SHOWER STALLS SHALL BE A MIN. FINISHED INTERIOR OF 1,024 SQ. INCHES,CLEAR CEENTER DIMENSION OF A 30", & DOORS SHALL SWING OUT WITH OPENINGS 22" MIN. 66 ALL RECEPTACLES SHALL BE GFCI AND TAMPER-RESISTANT (TR). NEW OUTLETS SHALL HAVE A DEDICATED 20 -AMP CIRCUIT. 67 HYDRO -MASSAGE TUBS SHALL HAVE MOTOR ACCESS, A DEDICATED CIRCUIT, AND BE UL LISTED. ALL METAL, CABLES, FITTINGS, PIPING, ETC. WITHIN 5' OF THE INSIDE WALL OF THE TUB SHALL BE PROPERLY BONDED WITH AN ACCESS PANEL. 68 LIGHTING FIXTURES LOCATED WITHIN 3' HORIZONTALLY AND 8' VERTICALLY OF THE TUB/SHOWER SHALL BE LISTED FOR A DAMP LOCATION, OR WET LOCATIONS IF THE SUBJECT TO SHOWER SPRAY. 69 RECESSED LIGHTING FIXTURES SHALL BE RATED AS AIR -TIGHT (AT) AND, WHEN INSTALLED IN AN INSULATED CEILING SHALL HAVE AN APPROVED ZERO CLEARANCE INSULATION COVER (IC). 70 CLOSET LIGHTS SHALL BE FLOURESCENT OR HAVE A SEALED LENS. (2016 CEC 410.16) 71 LUMANIRIES OR CONTROLLED BY A VACANCY SENSOR THAT COMPLIES WITH CEC SECTION 110.9(b) AND SHALL NOT HAVE A CONTROL THAT ALLOWS THE LUMINARIES TO BE TURNED ON AUTOMATICALLY OR THAT HAS AN OVERRIDE ALLOWING THE LUMINARIES TO BE ALWAYS ON. 72 WHERE EMERGENCY AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" (1118 MM) MEASURED FROM THE FLOOR.(R310.1) 73 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM OPENING OF 5.7 SQ.F. (0.503 SQ.M.) 74 GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.F. (0.465 SQ.M.) R310.1.1 75 THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24" (610MM) R310.1.2 76 THE MNIMUM NET CLEAR OPENING WIDTH SHALL BE 20" (508MM) R310.1.3 77 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTION OTHER THAN THOSE ALLOWED BY THIS SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R310.1.4 TUCCO SHALL BE 7/8" THICK AND THREE COAT APPLIED OVER APPROVED WIRE LATH AND TWO LAYERS OF GRADE 'D' BUILDING PAPER. PROVIDE WEEP SCREED. (CBC 2510.6 /CRC R703.6) 78 SIDING SHALL BE APPLIED OVER ONE LAYER OF GRADE 'D' BUILDING PAPER. (CBC 1404.2/CRC R703.2) 79 PROVIDE A SPARK ARRESTOR FOR ANY NEW OR EXISTING CHIMNEY. (CBC 2113.9.1/CRC 1003.9.1) 80 ROOF SLOPES >2:12 AND <4:12 WITH ASPHALT SHINGLES SHALL HAVE TWO LAYERS OF 15 LB FELT APPLIED SHINGLE STYLE. (CBC 1507.2.2/CRC 905.2.2) 81 PROVIDE ALL UNDER -FLOOR AREAS WITH CROSS VENTILLATION AT 1/150 FOR THE ENTIRE AREA WITH 50% OF THE REQUIRED VENT AREA BE VENTILLATORS LOCATED A MINIMUM OF 3' ABOVE EAVE OR CORNICE VENTS. 82 PROVIDE ATTIC ACCESS (22" X 30") AND UNDER -FLOOR ACCESS (18" X 24") FOR NEW AREAS. (CBC 1209/R408.4) 83 PROVIDE UNDER -FLOOR CLEARANCE OF 18" FOR JOISTS TO EARTH AND 12" CLEARANCE FROM GIRDERS TO EARTH. (CBC 2304.11.2.1/CRC R317.1) 84 ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM 3 FEET FROM ANY OPENINGS INTO THE BUILDING 85 THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION MANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTIONS 4906, INCLUDING CALIFORNIA PUBLIC RESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182 PER CRC R327.1.5 F ; D Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. O LLz H W w ON ILLa. ' T a Q N o W Q U z 1 z y �v z O H 0 D Q z Q Revisions Revision No. Date Description Description GENERAL NOTES Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale A0.06 00 5'-0" SETBACK Z 2'-0" (E) STONE WALKI Lot 1141 (E)FRONT YARD LAWN /G EXISTING PALM TREE (E) SHRUBS +24" (E) WALL 41OF _ N NEW 4" RAISED WOOD DECK OLA a 0 a oa pQa• op0�� co a°o 0000 `° M I 4 M 27' - 10rr op o� a 0 r Z� EXISTING UTILITIES 10'- 2 1/2" 5 1/2" PROPOSED 24" GAL TREE GREEN AREA REPRESENT REAR YARD: 1215.23 SF. (N) MULCH (E) STONE WALK Lot 1131 I �- (E) MULCH I 10'-0" SET BACK I 10'- 2 1/2" I I � I (E) MULCH � d 77 "77- a 2r _ On d ,d W a° ° °. ° - ° n d /1 p J -- °_d_g r _--- � N Y ° - '(E) CON. DRIVE WAY _ U A N W -- - --- - "--- - as --- - Lot 1135 SOUTH STELLING RD. LANDSCAPE PLAN 1 if = 10'-0" PL,4N7fNG # iRRIG4TION NOTES I. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL EASEMENTS, UNDERGROUND UTILITIES, PIPES AND 5TR,UG70RES. CONTRACTOR SHALL TAKE 50LE RESPON5151LI-rY FOR ANY C05T 1NGURRED DUE TO DAMAGE OF SAID UTILITIES. 2. DO NOT WILLFULLY PROCEED KITH GON5TRUGTION A5 DESIGNED NHEN IT 15 OBVIOU5 THAT UNKNONN OB5TRlUGTIONS, AREA DI5r_REPANGIE5 AN©/OR 6RADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN <NONN VURIN6 DE516W. 5UGH GON71ITION5 SHALL BE IMMEDIATELY BROUGHT TO 7HF ATTENTION 0;= THE OYCER. THE CONTRACTOR S44ALL A55UMF FULL RESPONSIBILITY FOR ALL NE=GE55AR'f REVISIONS DUE TO FAILURE TO GIVE 5UGH NOTIFICATION 3. LAND5CAPF AREAS SHALL DRAIN AWAY FROM ALL 5UILDIN65 AND FACILITIES AT 2% MIN- FOR 5' 4. ALL PLANT MATERIAL SHALL SE OF NUR5ERY QUALITY AND BE 61UAR,ANTIME1;) FOR THREE MONTHS. 5. ALL PLANT MATERIAL SHALL BE APPRO\/F5� FOR OUALITr E3Y THE OWNER AND/OR LANDSGAP'F ARGHITI`GT PRIOR TO INSTALLATION. 6. FINAL LOCATION OF ALL PLANT MATERIAL SHALL ;3F SU5JE-GT TO THE AFFROVAL OF THE ONNLR. 7. SOIL PREPARATION: - ROTOTILL THE FOLLOWING AMENDMENT5 &" INTO TOE SOIL AT RATES INDICATED PER 1,000 SOUARr7 Fi=FT FOR, ALL PLANTING AREA AND °501Or AREAS. - b CUBIC YARDS NITROGEN STABILIZED SANt7UST OR F;GOUAL. 125 LE35. 6RO-POKER PLUS OR EOUAL FRE PLANT FERTILIZER. 5. PLANT PITS 5HALL BE- 2X THE ROOT 5ALL SIZE- WITH '70% NATIVE SOIL AND 50% AMFNDMFNT5 KITH PLANT TABLET5 OR OTHER FKF PLANT FERTILIZER. R. ALL PLANTS SHALL HAVE A.2" MIN. WATERIN6 BERM AROUND THEM WITH ROOTBALLS PLANTEP HIGH. 10. TRIr<S ARE TO BE 5TA<F-.P KITH A MIN. 2"X2"X RL-GiUIRED HEIGHT STAKE AND TIED TO INSURE VERTICAL 6ROk4TR II. ALL PLUMBING CODES SHALL BE FOLLO]NED. 12. ALL P'LANTIN6 AREAS SHALL OF NATERED WITH AN AUTOMATIC - IRRIGATION SYSTEM. 15- THE GONTR4CTOR SHALL U5E DRIP SYSTEMS IN THE GROUND COVFR/5HRUB AREA. 14. SPRINCLERS SHALL HAVE HEAD TO HEAD GOVERA&E. 15. LATERAL LINES SHALL BE 12" DEEP, MAIN LINES SHALL BE 10" DEEP, ALL SGH. 40 PIPE. 1(5- ALL VALVE5 SHALL OE IN-LINE, DELON GRADE IN VALVE 5OXE5 OR EaUAL.. 1'T. BACKFLON C7EVIGE SHALL BE A REDUCE PRE55UFZE BAGK FLOW DEVICE OR I-OUAL CONNEC,7 TO MAINLINE BEFORE HOW$E AND LOCATE OUT OF VIZA AROUND 51DE OF HOU5E. 18. CONTROLLER 5HALL BE DUAL PROGRAMMADLE, LOCATE PFR OWNER. Icl. USE FEBGo, RAINBIRD, TORO, PEPGO OR EQUAL IRRIGATION EaUIPMENT. 20. ALL APPLICABLE GOD)=5 TO BE FOLLONED. ALL NORK RFOU I R I N5 FERMIT5 5HALL HAVE PERMITS BEFORE WORT_ 15 TO OF61N. 21. ALL PLANTING AREAS TO BE COVERED KITH 20 THICK LAYER OF MULCH - SEE OWNER. 22. ALL TREE ROOTS GREATER THAN 1-1/2" IN DIAMETER DAMAC•�D DURING GON57r,UGT1ON SHALL L3F GUT GLEAN ANV 5EALEJ. 23. GONTRAGTOR TO VERIF=Y QUANTITIES, OU,ANTITIF5 5HOAN ARE FOR REFERENCE ONLY. D- N N O N 00 O Y' oQ EXISTING LAWN -ice o H o W// U) ` 5'-0" SETBACK NEW ROOF/ ADDITION I I EXISTING LAWN - I Lot 1141 EXISTING GATE TO REMAIN NEW ROOF ONLY EXISTING CONIC. WALK -WAY - r - NEW I � M EXISTING PALM TREE SITE PLAN 1 r' = 101-011 B(PROPOSED 371 SF G 5 SI F 27'- 2" - 24" DIA. MULTI TRUNK ACADIA TO BE REMOVED UNDER SEPARATE PERMIT I � EXISTING RETAINING WALL +24" NEW 4" RAISED WOOD DECK PROPOSED 24" GAL TREE D ° Dp 00 l o p opoPa � o 4 00 0 40 0 27' - 10" EXISTING UTILITIES EXISTING ROOF/GARAGE Lot 1135 SOUTH STELLI N MAIN T.O. SUBFLOOR 1 " = 10'-0" G RD. 1 NEW WOOD DECK I _---------- ----- EXISTING LAWN Lot 1131 EXISTING STRUCTURE TO BE REMOVED EXISTING GATE TO REMAIN LIVING AREA: A+B+C+D+E+F+ I = 2,388 SF. LOT COVERAGE TOTAL LIVING AREA +H (OVERHANGES)+G (FIREPLACE) : 2,581 SF. H: 188 SF. I 73 SF A GENERAL NOTES A. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. B. EXCAVATION ACTIVITIES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650-496-5953. ANY CHANGES SHALL BE APPROVED BY THE SAME. C. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. D. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION. E. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO CONSTRUCTION TO REMAIN OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. F. THE OWNER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. G. REMOVE MISCELLANEOUS EQUIPMENT ATTACHED TO WALLS, FLOORS OR CEILING WHERE INDICATED. H. REMOVE FLOORING AND BASE THROUGHOUT U.N.O. I. WHERE REMOVAL OF FLOOR COVERINGS AND WALL BASE ARE REQUIRED, REMOVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOLITION INCLUDES OF ADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTION. J. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROVIDE BARRICADES OR RIBBONED -OFF ZONES. K. ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN OWNER'S BUILDING AT SPECIFIED LOCATION. ITEMS TO BE RE -USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAINTED OR REPAIRED AS REQUIRED PRIOR TO INSTALLATION. L. ITEMS NOT TO BE RETAINED BY OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE STOCKPILING OF EXCESS MATERIAL ON-SITE WILL NOT BE ALLOWED. M. DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WIRING BACK TO SOURCE FOR ALL EQUIPMENT AND LIGHTING TO BE DEMOLISHED. N. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. 0. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING WORK. P. S STELLING RD. IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN PLACE FOR A PERIOD OF THREE YEARS. HOWEVER, EXCEPTIONS CAN BE GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE, ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT. Q. IF THE PROJECT DAMAGES THE CITY'S SIDEWALK OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY DAMAGES AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN ENCROACHMENT PERMIT WILL ALSO BE REQUIRED. R. PUBLIC WORKS' NOTES: • 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION ODOR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. • 2) CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. • 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. • 4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. • 5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. • 6) UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. • 7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL 15. • 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. • 9) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. • 10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. DATA SHEET LOCATION: 1135 S STELLING RD. T W �LO Checked by EXISTING USE: SINGLE FAMILY RESIDENTIAL Description APPLICANT: SODA DEV 7/13/18 PROPOSED USE: NEW SINGLE FAMILY RESIDENTIAL PROPERTY OWNER: SANJAY AGARWAL ZONING: Ill Retial ens' -6 D Ran o inc 10/08/1 5 BEDROOMS, OFFICE/DEN, 3 BATHROOM, 2 GA DEVELOPMENT STANDARD PROPOSED DEVELOPMENT EXISTING ZONING ORDINANCE LOT AREA 6,000 SF 6,000 SF SF LOT WIDTH 60.00 FT. 60.00 FT. FT LOT DEPTH 100.00 FT. 100.00 FT. FT FRONT SETBACK 20'-0" FT. 20'-0" FT. 20'-0" MIN REAR SETBACK 20'-0" FT. 20'-0" FT. 10'-0" ** MIN LEFT SETBACK 5'-0" FT. 5'-0" FT. TOTAL 15'-0" MIN RIGHT SETBACK 10'-0" FT. 10'-0" FT. TOTAL 15'-0" MIN LIVING AREA 1,154.00 SF 1,154.00 SF FLOOR ADDITION 807.00 SFAREA - SQ FT GARAGE 427.00 SF 427.00 SF TOTAL FLOOR AREA 2,388.00 39.8% SF 1,581.00 26.3% SF 2,700.00 45%MAX. OVERHANGIII 118.00 SF 152.00 SF COVERD FRONT PORCH 0.00 SF 81.00 SF LOT COVERAGE 2,581.00 43% SF 1,814.00 31.0% SF 3,000.00 SF 45%+5% BLDG. HIEGHT 15'-0" FT 15'-0" FT 28' FT LANDSCAPING 1,928.00 33% SF 2,602.00 43.3% SF PAVING 1,094 18.8% SF 1,094 18.8% SF PARKING (E) 2 COVERED SPACE 2 COVERED SPACE 2 COVERED SPACE DEFINE BASIS FOR PARKING 2 COVERD SPACE/ 1 UNCOVERED SPACE AT DRIVEWAY TREES # OF EXISTIN herita TRE S 0 # OF N- herit ge 3 # OF NE TREES 1 # OF EXISTING heritage TREES TO BE REMOVED 0 # OF NOW heritage 1 TREES TO BE REMOVED TOTAL # OF TREES 3 * LAND USE; RESIDENTIAL LOW DENSITY (1-5 DU/AC) 0 ** Subject to Chapter 19.12, if, after the reduction, the useable rear yard area is not less than 20 times the lot width as measured from the front setback line. LOT WIDTH 60'X 20 = 1200 S.F. PROPOSED REAR YARD 1202.00 S.F. > 1200 S.F. F; 0 !1)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED'NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. Revisions T W �LO Checked by Date Description 1 7/13/18 Cn 0 LOC2 M Q COMMENTS 2 Revisions 5/21/2018 Drawn by Revision Checked by Date Description 1 7/13/18 PLANNING COMMENTS 2 10/08/1 PLANNING 8 COMMENTS Description SITE PLAN Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale 1" = 10'-0" A1.02 C� MAIN FLOOR PLAN - DEMO 1/4" = 1'-0" 7 D- N N N O N 00 O L 27'-2" GENERAL NOTES A. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. B. ALL EXTERIOR LIGHTS WILL BE SHEILDED AND DOWNWARD DIRECTED. C. EXCAVATION ACTIVITIES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650-496-5953. ANY CHANGES SHALL BE APPROVED BY THE SAME. D. DRYER VENTING SHALL TERMINATE ON THE EXTERIOR OF THE BUILDING AND WILL HAVE A BACK DRAFT DAMPER (FLAPPER). SCREENS SHALL NOT BE PERMITTED OR INSTALLED AT THE DRYER VENT TERMINATION. CLOTHES DRYER VENT PIPES SHALL NOT PASS THROUGH OR EXTEND INTO TO DUCTING OR PLENUMS. DRYER DUCTING SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT, YET MUST BE FASTENED AND SEALED SUBSTANTIALLY AIRTIGHT AT EACH JOINT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE) E. A MINIMUM OF A 4 -INCH DIAMETER DUCT IS REQUIRED. F. CLOTHES DRYER VENT DUCTS SHALL BE METAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. AN APPROVED FLEXIBLE DUCT CONNECTOR OF NOT MORE THAN 6 FEET IN LENGTH MAY BE USED TO CONNECT THE DRYER TO THE DRYER VENT PIPE. FLEXIBLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITHIN THE CONSTRUCTION. (FLEX DUCT CONNECTORS SHALL NOT PASS INTO OR THROUGH A CONCEALED SPACE. THIS INCLUDES CABINETS, WALLS AND ATTIC SPACES). G. A DRYER VENT DUCT SHALL NOT EXCEED THE MAXIMUM LENGTH (HORIZONTAL AND/OR VERTICAL) OF 14 FEET INCLUDING TWO (90 - DEGREE) TURNS WITHOUT A MECHANICAL UPGRADE. TWO FEET OF LENGTH SHALL BE DEDUCTED FOR EACH ADDITIONAL 90 -DEGREE TURN. H. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. I. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION. J. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO CONSTRUCTION TO REMAIN OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. K. THE OWNER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. L. REMOVE MISCELLANEOUS EQUIPMENT ATTACHED TO WALLS, FLOORS OR CEILING WHERE INDICATED. M. REMOVE FLOORING AND BASE THROUGHOUT U.N.O. N. WHERE REMOVAL OF FLOOR COVERINGS AND WALL BASE ARE REQUIRED, REMOVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOLITION INCLUDES OF ADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTION. 0. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROVIDE BARRICADES OR RIBBONED -OFF ZONES. P. ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN OWNER'S BUILDING AT SPECIFIED LOCATION. ITEMS TO BE RE- USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAINTED OR REPAIRED AS REQUIRED PRIOR TO INSTALLATION. Q. ITEMS NOT TO BE RETAINED BY OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE STOCKPILING OF EXCESS MATERIAL ON-SITE WILL NOT BE ALLOWED. R. DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WIRING BACK TO SOURCE FOR ALL EQUIPMENT AND LIGHTING TO BE DEMOLISHED. S. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. T. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING WORK. WALL LEGEND DEMO WALL EXISTING WALL [\\7\:\7\:\7\] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT To BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. 0 LL z IH W 2 W 0 a. MIA LO F C O W C H Q Cn Z U') z coo r V a z 0 Ill0 0 a z a Revisions Revision No. Date Description 3 A3.011 Description EXISTING AND DEMOLITION FLOOR PLAN Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale As indicated A2.01 Lr 97' - n,, CD 17' - 7 119" MAIN FLOOR PLAN 1/4" = 1'-0" 7 D - Q0 �n N N O N co O A3.011 N t ROOF PLAN 1/8" = 1'-0" GENERAL NOTES A. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. B. ALL EXTERIOR LIGHTS WILL BE SHEILDED AND DOWNWARD DIRECTED. C. EXCAVATION ACTIVITIES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650-496-5953. ANY CHANGES SHALL BE APPROVED BY THE SAME. D. DRYER VENTING SHALL TERMINATE ON THE EXTERIOR OF THE BUILDING AND WILL HAVE A BACK DRAFT DAMPER (FLAPPER). SCREENS SHALL NOT BE PERMITTED OR INSTALLED AT THE DRYER VENT TERMINATION. CLOTHES DRYER VENT PIPES SHALL NOT PASS THROUGH OR EXTEND INTO TO DUCTING OR PLENUMS. DRYER DUCTING SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT, YET MUST BE FASTENED AND SEALED SUBSTANTIALLY AIRTIGHT AT EACH JOINT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE) E. A MINIMUM OF A 4 -INCH DIAMETER DUCT IS REQUIRED. F. CLOTHES DRYER VENT DUCTS SHALL BE METAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. AN APPROVED FLEXIBLE DUCT CONNECTOR OF NOT MORE THAN 6 FEET IN LENGTH MAY BE USED TO CONNECT THE DRYER TO THE DRYER VENT PIPE. FLEXIBLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITHIN THE CONSTRUCTION. (FLEX DUCT CONNECTORS SHALL NOT PASS INTO OR THROUGH A CONCEALED SPACE. THIS INCLUDES CABINETS, WALLS AND ATTIC SPACES). G. A DRYER VENT DUCT SHALL NOT EXCEED THE MAXIMUM LENGTH (HORIZONTAL AND/OR VERTICAL) OF 14 FEET INCLUDING TWO (90 - DEGREE) TURNS WITHOUT A MECHANICAL UPGRADE. TWO FEET OF LENGTH SHALL BE DEDUCTED FOR EACH ADDITIONAL 90 -DEGREE TURN. H. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. I. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION. J. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO CONSTRUCTION TO REMAIN OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. K. THE OWNER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. L. REMOVE MISCELLANEOUS EQUIPMENT ATTACHED TO WALLS, FLOORS OR CEILING WHERE INDICATED. M. REMOVE FLOORING AND BASE THROUGHOUT U.N.O. N. WHERE REMOVAL OF FLOOR COVERINGS AND WALL BASE ARE REQUIRED, REMOVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOLITION INCLUDES OF ADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTION. 0. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROVIDE BARRICADES OR RIBBONED -OFF ZONES. P. ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN OWNER'S BUILDING AT SPECIFIED LOCATION. ITEMS TO BE RE- USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAINTED OR REPAIRED AS REQUIRED PRIOR TO INSTALLATION. Q. ITEMS NOT TO BE RETAINED BY OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE STOCKPILING OF EXCESS MATERIAL ON-SITE WILL NOT BE ALLOWED. R. DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WIRING BACK TO SOURCE FOR ALL EQUIPMENT AND LIGHTING TO BE DEMOLISHED. S. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. T. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING WORK. WALL LEGEND NEW WALL EXISTING WALL Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT To BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. 0 LL z III W 2 W 0 a. W LO F Q C o W c r— 0 Cn Z u, Z coo r (� Q Z _0 II - 0 0 Q Z Q Revisions 5/21/2018 Drawn by Revision No. Date Description 1 7/13/18 PLANNING COMMENTS 2 10/08/1 PLANNING 8 COMMENTS Description PROPOSED FLOOR PLAN AND ROOF PLAN Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale As indicated A2.02 EXISTING WEST ELEVATION 1/4" = 1'-0" 0 Asphalt shingles over 1/2" CDX plywood Asphalt shingles over 1/2" Asphalt shingles over 1/2" CDX plywood CDX plywood- — R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams CW I T I K In f'f /'Y/'Yc nnnnu T/\ Mr MrR All%/rf REMOVE AND SALVAGE EIXSTING DOOR - REMOVE AND SALVAGE EXISTING WINDOW EXISTING EAST ELEVATION 1/4" = 1'-0" 75 D- 0 0 ri N r— O N 00 O L Cast -in-place concrete Asphalt shingles over 1/2" CDX plywood- 1/4" lywood TOP RIDGE I� 13'-6" MAIN T.O. PLATE 9'-3" MAIN T.O. SUBFLOOR 1'-2" R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco fi ish / Color Fresco Cream LRV 58 - Sherwin Williams Asphalt shingles over 1/2" Asphalt shingles over 1/2" CDX plywood CDX plywood P RIDGE � 13'-61 Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. 1/41' = 1'-0" PL EXISTING FIRE PLACE ' HOOD Asphalt shingles over 1/2"10 CDX plywood TOP RIDGE 13'-66 / o 0 o L — — / MAIN T.O. PLATE R13 High density`fiber�lass batt insulation in 2x4 - exterior C / R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream Asphalt shingles over 1/2" LRV 58 - Sherwin Williams i CDX plywood Asphalt shingles over 1/2" CDX plywood Asphalt shingles over 1/2" R13 High density fiberglass / CDX plywood batt insulation in 2x4 / exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream —LRV 58 ---Sherwin Williams o TOP RIDGE 13'-6" o � �4 / / MAIN T.O. PLATE 1 9'-3" I N /p wood framed wall cavities o nil 16' x 8' Overhead = / b typical throughout/ Stucco 3068 Garage Door 1 finish / Color Fresco Cream I � 00 10' 2 1/2" LRV 58 - Sherwin Williams01 5 -0 ,` - - - ` MAIN T.O. SUB LOOR 1'-2" II III it III III III III III I III III II ____ __ __= 1 -1 I I -Ill III -1 I I-1 I I-1 I I-1 I i �ie� l I III I I I I I 11-111 I I I- -1 I I I J III III I I I wood framed wall cavities 6" Cast -in-place concrete typical throughout/ Stucco finish / Color Fresco Cream EAST ELEVATION LRV 58 - Sherwin Williams 1/4" = 1'-0" 0 O LL Z II-_ W 2 W O W a. W LO � Q F Q C o W c 0 Cn Z u, Z COD r (� Q Z _O II - 0 0 Q Z Q Revisions Revision No. Date Description 1 7/13/18 PLANNING COMMENTS Description WEST AND EAST ELEVATIONS Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale 1/41' = 1'-011 A3mOl 75 D_ 00 O co N O N co O Asphalt shingles over 1/2" CDX plywood Asphalt shingles over 1/2" CDX plywood TOP RIDGE 13'-66" C? : AMAIN T.O. PLATE 9'-311 R13 High density fiberglass _ batt insulation in 2x4 ; exterior :. wood framed wall cavitiesII 202 .� . typical throughout/ Stucco II 3068 finish /Color Fresco Cream — o0 lil LRV 58 -Sherwin Williams .. MAIN T.O. SUBFLOOR 1'-2.. EXISTING NORTH ELEVATION 1/4" = 1'-0" R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco typical throughout/ Stucco Asphalt shingles over 1/2" Asphalt shingles over 1/2" finish / Color Fresco Cream Asphalt shingles over 1/2" CDX plywood CDX plywood LRV 58 -Sherwin Williams CDXplywood finish / Color Fresco Cream LRV 58 - Sherwin Williams 1. TOP RIDGE 13'-6" V M NEW ROOF 1/4" = 1'-0" EXISTING SOUTH ELEVATION 1/4" = 1'-0" z MAIN T.O. PLATE 9'-311 MAIN T.O. SUBFLOOR 1'-2" TOP RIDGE � 13' - 61 R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams TOP RIDGE 13'-6" MAIN T.O. PLATE 9'-311 MAIN T.O. SUBFLOOR 1'-2" Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. Revisions NORTH AND SOUTH Revision No. a Q no 0 PLANNING Drawn by M as M Icar U Revisions NORTH AND SOUTH Revision No. Date Description 1 7/13/18 PLANNING Drawn by RDS COMMENTS Description NORTH AND SOUTH ELEVATIONS Project Date 5/21/2018 Drawn by RDS Checked by RDS Project Number 180509 Scale 1/4" = T-0" 1/4" = 11-011 Al A3mO2