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Plan set.pdfAN 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
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BUILDING SECTION NUMBER
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BUILDING SECTION 101 ROOM NAME WITH ROOM NAME
(PLAN) SHEET NUMBER FLOOR FINISH
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BUILDING SECTION A101; DOORTAG 101 ¢ a
(ELEVATION) J 27 SITE
WINDOW TAG N LOCATION
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DETAIL NUMBER LEVEL TAGS 11 I 10 8 7 6 4 3 2 1 I 2 I 3I 5 6 1
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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
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+ R - HUNTERSTON - - - - - - - - —PLACE—'o R
IITRACT NO. 2556 I TRACT NO. 2591
: STELLAR HEIGHTS HUNTINGDON VILLAGE J
/ 120-M-45 114-M-35 J
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DETAIL CUT 101 SIM 0
(PLAN/SECTION)
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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
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135 South Stelling Road
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LAWRENCE E. STONE — ASSESSOR
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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.
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Revisions
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Date
Description
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7/13/18
PLANNING
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Description
APPLICABLE CODES COVER SHEET
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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
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= 1'-0
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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.
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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-
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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.
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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
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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.
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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_
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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.
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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 _---
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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-
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00
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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
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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
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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
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00
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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.
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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 -
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�n
N
N
O
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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.
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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
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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"
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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
