PC2,_B25-0038,_Plans,_4-16-25,_BD.pdf

AUGUST, 31 2025

BY

REVISIONS Date

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VICINITY MAP

BLKG BLOCKING

BOT. BOTTOM

CONC. CONCRETE

CONT. CONTINUOUS

CU.FT. CUBIC FEET

DIA. DIAMETER

DWGS DRAWINGS

(E) EXISTING

EA. EACH

EN END NAIL

EQ. EQUAL

EXT. EXTERIOR

FDTN FOUNDATION

FT. FEET OR FOOT

GYPBD GYPSUM WALLBOARD

IN. INCH

INT. INTERIOR

LG LONG

MAX. MAXIMUM

MIN. MINIMUM

MTL METAL

(N) NEW

O/ OVER

O.C. ON CENTER

PT. PRESSURE TREATED

PLWD PLYWOOD

REF. REFER

REQ'D REQUIRED

SCHED SCHEDULE

S.F. SQUARE FEET

S.S. STAINLESS STEEL

STD STANDARD

STL STEEL

SQ. SQUARE

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

WD WOOD

W/ WITH

APN:

ZONING DISTRICT:

CONSTRUCTION TYPE:

009-47-101

PK- PARKS

V-B NON-SPRINKLERED

PROJECT DATA

PROJECT DESCRIPTION

PROJECT AREA: 9164

OCCUPANCY: B & M

GENERAL NOTES

1.01 ALL CONSTRUCTION WORK SHALL MEET OR EXCEED THE LATEST

EDITION OF THE FOLLOWING CODES AS APPLICABLE AND AS ADOPTED BY THE

LOCAL GOVERNING AGENCIES:

2022 CALIFORNIA BUILDING CODE (2021 IBC)

2022 CALIFORNIA RESIDENTIAL CODE (2021 IRC)

2022 CALIFORNIA FIRE CODE (2021 IFC)

2022 CALIFORNIA MECHANICAL CODE (2021 UMC)

2022 CALIFORNIA PLUMBING CODE (2021 UPC)

2022 CALIFORNIA ELECTRICAL CODE (2020 NEC)

2022 ENERGY EFFICIENCY STANDARD (TITLE 24)

2022 GREEN BUILDING CODE (TITLE 24)

AND ALL ORDINANCES ADOPTED BY THE GOVERNING

AGENCIES.

1.02 THE GENERAL CONTRACTOR SHALL MAINTAIN THE CURRENT AND

COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS ON THE SITE AT

ALL TIMES IN A SECURE LOCATION.

1.03 THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE

APPROVED CONSTRUCTION DOCUMENTS FOR THE USE OF ALL TRADES AND

SHALL PROVIDE THEM TO ALL SUBCONTRACTORS, WITH UPDATES AND

APPROVED CHANGES AS REQUIRED AND NECESSARY.

1.04 THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS

SHOWN ON THESE DRAWINGS PRIOR TO COMMENCING ANY WORK OR

ORDERING ANY MATERIAL.

1.05 PROJECT DIMENSIONING STANDARDS:

1. ALL DIMENSIONS ARE MEASURED FROM THE FACE OF THE EXISTING FINISH

FOR EXISTING WALLS;

2. FACE OF EXTERIOR PLYWOOD FOR NEW EXTERIOR WALLS;

3. FACE OF STUD FOR NEW INTERIOR WALLS; AND

4. CENTER OF COLUMN OR OPENING, FACE OF CABINET, OR GRIDLINES.

MAINTAIN DIMENSIONS MARKED AS CLEAR, ALLOWING FOR THICKNESS OR

MOUNTING OF FINISHES.

WHEN TIEING INTO (E) CONDITIONS, (N) AND (E) FINISHES SHOULD ALIGN,

WHICH GOVERN ACTUAL DIMENSIONS.

GC TO CONFIRM LOCATION OF GRIDLINES IN FIELD AND ADVISE ARCHITECT OF

ANY VARIANCE.

1.06 DO NOT SCALE THE DRAWINGS. THE DIMENSIONS SHOWN SHALL

SUPERSEDE THE SCALE OF THE DRAWINGS.

1.07 ANY DISCREPANCY IN DIMENSIONS OR CONFLICT IN PLANS OR FIELD

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO CONTINUANCE OF THE WORK IN THE AFFECTED AREA. IF THE WORK

IS CONTINUED IN THE AFFECTED AREA, WITHOUT INSTRUCTION OR

CLARIFICATION BY THE ARCHITECT, THE CONTRACTOR

SHALL BE SOLELY RESPONSIBLE FOR ANY RESULTANT DEFECT, DAMAGE OR

CHANGE REQUIRED.

1.08 AT JOB COMPLETION, PRIOR TO SUBMITTING THE REQUISITION FOR

FINAL PAYMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER

WITH A REDLINED SET OF PRINTS SHOWING AS-CONSTRUCTED CONDITIONS.

1.09 THE GENERAL CONTRACTOR SHALL PROVIDE PROPER CONTAINERS ON

THE JOB SITE TO ASSURE CONTINUOUS RECYCLING OF MATERIALS.

1.10 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING

SUBCONTRACTORS AND ASSUMING THEIR COMPLIANCE WITH THE RECYCLING

PROGRAM.

1.11 NFRC LABELS MUST REMAIN ATTACHED TO THE GLAZING

UNTIL THE INSULATION INSPECTION BY PROPER AUTHORITIES IS COMPLETED.

PROJECT DIRECTORY

OWNER / CLIENT CITY OF SANTA CRUZ

809 CENTER STREET

SANTA CRUZ, CA 95060

CONTACT: DAN HILLMAN

PH: 510.816.4411

EMAIL: DHiman@santacruzca.gov

STEEL

BATT INSULATION

ALUMINUM

RIGID INSULATION

CMU

BRICK

EIFS

PLYWOOD

GRANULAR MATERIAL

CONTINUOUS LUMBER

EARTH

CONCRETE

CMU GROUTED SOLID

GYPSUM BOARD

SHEET NUMBER

DISCIPLINE (IE: 'A' = ARCHITECTURE)

A 2.1

A

A.3

2 A.5 4SECTION CUT

DETAIL CUT

INTERIOR ELEVATION

STRUCTURAL GRID LINES

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EA. EACH

EN END NAIL

EQ. EQUAL

EXT. EXTERIOR

FDTN FOUNDATION

FT. FEET OR FOOT

GYPBD GYPSUM WALLBOARD

IN. INCH

INT. INTERIOR

LG LONG

MAX. MAXIMUM

MIN. MINIMUM

MTL METAL

(N) NEW

O/ OVER

O.C. ON CENTER

PT. PRESSURE TREATED

PLWD PLYWOOD

REF. REFER

REQ'D REQUIRED

SCHED SCHEDULE

S.F. SQUARE FEET

S.S. STAINLESS STEEL

STD STANDARD

STL STEEL

SQ. SQUARE

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

WD WOOD

W/ WITH

ARCHITECT NIELSEN STUDIOS

1509 SEABRIGHT AVE, SUITE 2B SANTA

CRUZ, 95062

CONTACT: CHRISTIAN NIELSEN

PH: (831) 621-3926

FAX: (925) 287-0666

EMAIL: cnielsen@nielsenarchitects.com

STRUCTURAL ENGINEER BOB RILEY

MESITI-MILLER ENGINEERING INC.

224 WALNUT AVE. , SUITE B

SANTA CRUZ, CA. 95060

PHONE: 831-4263186

bob@m-me.com

DRAWN BY:

CHK'D BY:

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10/20/17

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COVER SHEET

REVISIONS

CITY OF SANTA CRUZ

De Laveaga Golf Course

401 Upper Park Rd Santa Cruz, CA 95060

PRELIM REVIEW

PLAN CHECK RESPONSE

DENNIS F. DIEGO

A R C H I T E C T

DES

E N

CIL

ETAT

S

O F C LA I F O

C -15721

NR

IAREN 5•31•19

GENERAL NOTES

1. CONSTRUCTION: All construction and materials shall be as specified and required by the current edition of the CBC, local codes and authorities. Work shall comply with all safety requirements.

2. VERIFICATION: The Contractor shall verify all dimensions and site conditions before starting work.

Should a discrepancy appear in the specifications or drawings, or the work done by others from that which appears in the Contract Documents, notify the Architect at once for instruction on how to proceed. If the Contractor proceeds with the work affected without instructions from the Architect, the Contractor shall make good any resulting damage or defect to the satisfaction of the Architect.

3. DISCREPANCIES: Should an error or discrepancy become evident or arise during the course of the work, the Contractor shall notify the Architect immediately so that the Architect may issue instructions as to the actions to be taken.

4. DIMENSIONS:

a. All dimensions and notes shall take precedence over scale.

b. All exterior dimensions are to the face of sheathing and masonry (U.N.O.) unless otherwise noted.

5. Locate all major root branches ( greater than 3" diameter) of the adjacent trees before start of excavation. Coordinate with City Arborist, Owner and Structural engineer the final layout and location of all grade beams and foundation peers so as to mitigate adverse impacts of of the new construction.

6. Provide, erect and maintain all necessary temporary structures and fencing for the protection of the public, workmen, utility services , trees, etc., both on or off the property, and in roads and streets adjacent as required by applicable codes and as shown on drawings.

7. STORAGE: All material stored on the site shall be properly stacked and protected to prevent damage and deterioration until used. Failure to protect materials may be cause for rejection of work.

8. SIMILAR CONDITIONS: Typical details and notes shall apply unless specifically shown or noted otherwise. Details not fully shown or noted shall be similar to details shown for similar conditions.

9. GENERAL CONDITIONS: All work and materials specified herein and shown on drawings shall be subject to the general conditions of the contract, AIA DOCUMENT 201, LATEST EDITION.

10. The Contractor shall have visited the site and satisfied himself as to the conditions under which the work is to be performed. He shall check existing conditions which may affect his work. No allowance will be made for failure to make such examination.

11. All construction not specifically detailed shall be built to conform with similar construction shown and the requirements of applicable codes and standards.

12. Verify all dimensions shown on drawings in the field or prior to installation In the event of discrepancies notify the Architect. Do not proceed with work in areas involving discrepancies until such discrepancies have been fully resolved.

13. The work shall be installed as indicated on the drawings. However, changes to accommodate installation of this work with other work, or in order to meet existing or new architectural or structural conditions, shall be made without additional cost to the Owner. Coordination of all trades is the Contractor's responsibility.

14. Any portion of the existing structure, equipment, utilities, etc. damaged during the course of this construction are to be replaced with material necessary to restore to original conditions.

15. UTILITIES: Contractor is responsible for locating all underground utilities prior to commencement of demolition or trenching operations. The Contractor shall make good any resulting damage or defect due to lack of precautions taken to locate utilities to the satisfaction of the Owner.

16. PERIODIC SPECIAL INSPECTION (SEE STRUCTURAL)

Periodic Special inspection per Section 1701 of the California Building Code will be performed by an independent testing laboratory approved by the local jurisdiction and paid by the owner for the following areas of work:

1. Installation of the Titen HD screw anchors.

2. Epoxy embedded threaded rods and anchors

3. Single pass fillet welds <5/16" Approval by the inspector does not mean approval of failure to comply with the plans or specifications. Any detail that fails to be clear or is ambiguous must be referred to the Engineer for interpretation or clarification prior to performing the work.

17. DEFERRED SUBMITTALS:

The following items shall be submitted to the building department for review and approval prior to commencing any work.

1. Fire sprinkler system & alarm modifications as required by the fire department.

2. HVAC ductwork diagram including type of duct, sizes, materials, supports, seismic restraints, supply and return grille locations

PROJECT DATA

1.PROJECT LOCATION: 401 UPPER PARK RD.

SANTA CRUZ, CA. 95060

2. APN: 009-47-101

3. PROJECT DESCRIPTION:

STRUCTURAL REPAIRS AND ALTERATIONS TO FLOOR FRAMING AND EGRESS

BALCONY OF THE SECOND FLOOR OF A TWO STORY WOOD FRAME BUILDING.

WORK INCLUDES NEW RAILINGS, STAIRS AND PATH OF TRAVEL CODE

UPGRADES & REMOVAL OF ACCESSIBILITY BARRIERS. SITE WORK INCLUDES

RELOCATION OF ACCESSIBLE PARKING SPACES AND REPLACEMENT OF

WALKWAYS CONNECTING TO THE AREA OF WORK ON THE SECOND FLOOR

TENANT SPACE TO FIRST FLOOR COMPLIANT RESTROOMS, ELEVATOR AND

ACCESSIBLE PARKING.( NOTE: T. I. NOT PART OF THIS PROJECT & IS UNDER

SEPARATE PERMIT APPLICATION NO. B-___________) . RESTROOM

ACCESSIBILITY AND BARRIER REMOVAL WORK WAS COMPLETED AS PART OF

A SEPARATE PERMIT APPLICATION NO. B-___________).

GENERAL BUILDING DATA

4. ZONING AREA: PK- Parks

5. CONSTRUCTION TYPE: V-B

6. AREA & OCCUPANCY -

A. SEE CODE REVIEW BELOW

B. OCCUPANCY CLASS B, M First Floor & A-2 ( Second Floor)

C. OCCUPANT LOAD - SEE CODE REVIEW BELOW

7. PARKING - Existing Parking Lot.- APPROX. 147 TOTAL SPACES- 5

ACCESSIBLE SPACES PROPOSED, NO CHANGE

TO TOTAL NUMBER OF TOTAL SPACES

8. CODES

BUILDING CODE 2016 EDITION (CBC)

MECHANICAL CODE 2016 EDITION (CMC)

PLUMBING CODE 2016 EDITION (CPC)

ELECTRICAL CODE 2016 EDITION (CEC)

ENERGY CODE 2013 EDITION (CENGC)

FIRE 2016 EDITION (CFC)

GREEN BUILDING CODE 2016 EDITION (CGBSC)

ADA STANDARDS

for ACCESSIBLE DESIGN 2010

CONSULTANTS

CIVIL

RODNEY CAHILL

MESITI-MILLER ENGINEERING INC.

224 WALNUT AVE. , SUITE B

SANTA CRUZ, CA. 95060

PHONE: 831-4263186

rodney@m-me.com

STRUCTURAL

BOB RILEY

MESITI-MILLER ENGINEERING INC.

224 WALNUT AVE. , SUITE B

SANTA CRUZ, CA. 95060

PHONE: 831-4263186

bob@m-me.com

ARCHITECTURAL

DENNIS DIEGO

DENNIS DIEGO ARCHITECT A I A

500 CHESTNUT STREET, SUITE 175

SANTA CRUZ , CA. 95060

PHONE: 831-459-7566

dennis@ddiegoarchitect.com

LAND SURVEY

OLIN S. EDMUNDSON

EDMUNDSON & ASSOC. LAND SURVEYING

1512 SEABRIGHT AVE.

SANTA CRUZ, CA. 95062

PHONE: 831 425 1796

FAX. 831 425 1795

MECHANICAL & PLUMBING

STAIR NO. 1

NEW FIRST FLOOR WALKWAYS

RAILING AND DECK REPAIRS &

ALTERATIONS

ACCESSIBLE PARKING SPACE

RELOCATION ( SEE SITE PLAN)

STAIR NO. 2

SHEET INDEX

ARCHITECTURAL

A0.0 COVER SHEET/ PROJECT DATA/ CODE REVIEW

A0.1 CALIFORNIA GREEN BUILDING STANDARDS

CHECKLIST

A0.2 CALIFORNIA GREEN BUILDING STANDARDS

CHECKLIST

A1.0 SITE PLAN

A2.1 FLOOR PLANS

A2.2 PROPOSED SECOND FLOOR DECK PLAN

A3.0 EXTERIOR ELEVATIONS

A7.1 STAIR SECTION S/ RAILING DETAILS

A7.2 DECK SECTION A / RAILING DETAILS

CIVIL

C0.0 GENERAL NOTES

C1.0 GRADING PLAN

C1.1 GRADING PLAN

C2.0 DETAILS

1 OF 2 TOPOGRAPHIC SURVEY

2 OF 2 TOPOGRAPHIC SURVEY

STRUCTURAL

S1.0 SPECIFICATIONS

S2.0 SECOND FLOOR FAMING PLANS

S3.0 DETAILS

S3.1 DETAILS

rees before start r the final layout erse impacts of

ROOF AREA 5,134

GREEN BUILDING NOTES

SHEET INDEX

SITE

DELAVEAGA

ROOFING REPAIRS

401 UPPER PARK RD. SANTA CRUZ, CA 95060

ABBREVIATIONS

HATCH LEGEND

SHEET NUMBER LEGEND

SYMBOLS

PROVIDE ARCHITECTURAL DESIGN SERVICES FOR REROOFING, ALTERATIONS TO

THE RAIN WATER COLLECTION SCUPPERS, REPLACEMENT OF FASCIA AND

REPAIRS TO EXISTING STRUCTURAL BEAMS AND JOISTS. EXISTING ROOF IS

APPROXIMATELY 4,500 SF. THE BUILDING AREAS OF THE EXISTING TWO STORY

GOLF CLUBHOUSE WITH A SECOND FLOOR RESTAURANT ARE APPROXIMATELY

9,164 SF TOTAL AND 3,100 SF OF RESTAURANT. EXTERIOR REMODEL TO

INCLUDE DEMOLITION OF PORTIONS OF EXISTING ROOF AND STRUCTURAL

BEAMS AS NEEDED FOR THE REPLACEMENTS AND ENVELOPE UPGRADES TO

RETURN THE INTEGRITY OF THE DAMAGED ELEMENTS AS IDENTIFIED BY THE

STRUCTURAL ENGINEERING CONSULTANT.

G0.1

G0.2

G0.3

G0.4

A0.1

A1.1

A1.2

A1.3

A2.1

A2.2

A2.3

A2.4

A3.1

A3.2

A4.1

A5.1

S1

S2

S3.0

COVER SHEET

CALGREEN

CALGREEN

CALGREEN

SITE PLAN

EXISTING-DEMO FIRST FLOOR PLAN

EXISTING-DEMO ROOF PLAN

PROPOSED ROOF PLAN

EXISTING-DEMO ELEVATIONS

EXISTING-DEMO ELEVATIONS

PROPOSED ELEVATIONS

PROPOSED ELEVATIONS

PROPOSED SECTIONS

PROPOSED SECTIONS

ELEVATOR ENLARGED PLAN

CONSTRUCTION DETAILS

STRUCTURAL SPECIFICATIONS

ROOF FRAMING PLAN

DETAILS

2.01 CONTRACTOR SHALL RETAIN ALL WASTE HAULING RECEIPTS FOR

INSPECTOR. RECEIPTS MUST INDICATE 65% SEPARATED, RECYCLABLE MATERIALS.

ALL CREDITED WASTE HAULING RECEIPTS MUST INDICATE THE MATERIAL

RECYCLED, AND CANNOT INDICATE “PUBLIC REFUSE” or “UNPROCESSED C&D”

2.02 INVENTORY, DECLARE, AND OBTAIN DOCUMENTATION OF PROPER

HAZARDOUS WASTE DISPOSAL FOR ANY UNIVERSAL WASTE MATERIALS WITH THE

SCOPE OF WORK AREA. RETAIN DOCUMENTATION FOR INSPECTOR.

2.03 PROHIBITED UNIVERSAL WASTE MATERIAL AS DEFINED IN CALGREEN

SECTION 202 INCLUDING BATTERIES, ELECTRONIC DEVICES, MERCURY-

CONTAINING EQUIPMENT, LAMPS, CATHODE RAY TUBES, CATHODE RAY TUBE

GLASS, AND AEROSOL CANS.

2.04 ALL PAINT, COATINGS, SEALANTS, CAULKINGS, ADHESIVES,

COMPOSITE WOOD PRODUCTS, AND ANY OTHER MATERIALS COVERED IN CAL

GREEN REQUIREMENTS MUST CONFORM TO CAL GREEN MANDATORY MEASURES.

CONTRACTOR TO PROVIDE DOCUMENTATION AS REQUIRED BY INSPECTOR.

2.05 PRIOR TO PERMIT ISSUANCE CONTRACTOR TO COMPLETE AND

SUBMIT THE RELEVANT CONSTRUCTION WASTE MANAGEMENT PLAN WHERE

APPLICABLE.

2.06 FOR HOMES BUILT PRIOR TO 1994, CA CIVIL CODE SECTION 1101.4

REQUIRES ALL NON-COMPLIANT PLUMBING FIXTURES TO BE UPGRADED TO MEET

CURRENT GREEN BUILDING CODE SECTION 4.303 WATER EFFICIENCIES WHEN

ANY APPLICABLE BUILDING PERMIT IS OBTAINED. THEREFORE, EXISTING NON-

COMPLIANT FIXTURES THROUGHOUT THE HOME EVEN WHERE NO OTHER WORK

IS PROPOSED MUST HAVE WATER EFFICIENT FIXTURES INSTALLED TO FINAL THIS

PERMIT. NON-COMPLIANT FIXTURES WOULD BE DEFINED AS: TOILETS > 1.6 GAL/

FLUSH, SHOWER HEADS > 2.5 GAL/MIN, AND ANY FAUCETS > 2.2 GAL/MIN.

Pleasanton Coordinators DateTest

REVISIONS Date

Job:

Date:

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Drawn:

Checked:

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IF THE ABOVE DIMENSION DOES NOT

MEASURE ONE INCH (1") EXACTLY,

THIS DRAWING WILL HAVE BEEN

ENLARGED OR REDUCED,

AFFECTING ALL LABELED SCALES.

1" ACTUAL

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CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES

SECTION 5.101 GENERAL

5.101.1 SCOPE

The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN

2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)

Y

SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS

The following terms are defined in Chapter 2 (and are included here for reference)

CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of

80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe

10 as regulated under 40 CFR Section 600 Subpart D.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668

ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE

OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:

a. Scheduling construction activity during dry weather, when possible.

b. Preservation of natural features, vegetation, soil, and buffers around surface waters.

c. Drainage swales or lined ditches to control stormwater flow.

d. Mulching or hydroseeding to stabilize disturbed soils.

e. Erosion control to protect slopes.

f. Protection of storm drain inlets (gravel bags or catch basin inserts).

g. Perimeter sediment control (perimeter silt fence, fiber rolls).

h. Sediment trap or sediment basin to retain sediment on site.

i. Stabilized construction exits.

j. Wind erosion control.

k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:

a. Dewatering activities.

b. Material handling and waste management.

c. Building materials stockpile management.

d. Management of washout areas (concrete, paints, stucco, etc.).

e. Control of vehicle/equipment fueling to contractor's staging area.

f. Vehicle and equipment cleaning performed off site.

g Spill prevention and control.

h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY

SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION

SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)

EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance

(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking

Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the

U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority

Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section

1954.202 (g) and Water code Section 517 for additional details.)

WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape

Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:

a. Where there is no local utility power supply

b. Where the local utility is unable to supply adequate power.

c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of

Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.

[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."

Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

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

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from

Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State

Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

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.

301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.

301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section

1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.

301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.

301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)

301.5 HEALTH FACILITIES. (see GBSC)

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.

SECTION 303 PHASED PROJECTS

303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.

303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in

Section 301.3 non-residential additions and alterations.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each

EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building

Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle

Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]

Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:

a. Where there is no local utility power supply.

b. Where the local utility is unable to supply adequate power.

c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California

Electrical Code and as follows:

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.

[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES

PROVIDED WITH EVSE)^2

0-9 0 0

10-25 2 0

26-50 8 2

51-75 13 3

76-100 17 4

101-150 25 6

151-200 35 9

201 AND OVER 20% of total¹ 25% of EV capable spaces¹

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in

Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8

Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,

UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING

ZONE

LZ0

LIGHTING

ZONE LZ1

LIGHTING

ZONE LZ2

LIGHTING

ZONE LZ3

LIGHTING

ZONE LZ4

MAXIMUM ALLOWABLE

BACKLIGHT RATING 3

Luminaire greater than 2 mounting heights (MH) from property line

N/A No Limit No Limit No Limit No Limit

Luminaire back hemisphere is

1-2 MH from property line

N/A B2 B3 B4 B4

Luminaire back hemisphere is

0.5-1 MH from property line

N/A B1 B2 B3 B3

Luminaire back hemisphere is less than 0.5 MH from property line

N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)

For area lighting 3

N/A U0 U0 U0 U0

For all other outdoor lighting,including decorative luminaires

N/A U1 U2 U3 UR

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 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 MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF

LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges

Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff

(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:

www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)

EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of

Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

Y N/A Y N/A

Y = YES

N/A = NOT APPLICABLE

RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

RESPON.

PARTY

RESPON.

PARTY

RESPON.

PARTY

RESPON.

PARTY

5.106.8.1 Facing- Backlight

Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within

2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table

A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER

REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]

BUILDING TYPE

BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &

PANEL

Grocery

10,000 to 90,000

1 or 2 200

3 or Greater 400

Greater than 90,000 1 or Greater 400

Retail

10,000 to 135,000

1 or 2 200

3 or Greater 400

Greater than 135,000 1 or Greater 400

Warehouse

20,000 to 256,000

1 or 2 200

3 or Greater 400

Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE

GLARE RATING 5 (G)

MAXIMUM ALLOWABLE

GLARE RATING 5 (G)

N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE

GLARE RATING 5 (G)

N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE

GLARE RATING 5 (G)

N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE

GLARE RATING 5 (G)

N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy

Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting"

REVISIONS Date

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5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense

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.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA

WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY

SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.