Agenda Item A.5
CPMS CONSENT CALENDAR
Meeting Date: October 21, 2025
TO: Mayor and Councilmembers
SUBMITTED BY: Matthew R. Fore, General Services Director SUBJECT: Authorization to Advertise Construction Bid for the Goleta Community Center Skylight Replacement Project
RECOMMENDATION:
Authorize staff to advertise a notice inviting construction bids for the Goleta Community Center Skylight Replacement Project.
BACKGROUND:
The Goleta Community Center (GCC), located at 5679 Hollister Avenue, within the Goleta Old Town Heritage District, is a 2 3,000 square foot Spanish Colonial Revival structure built in 1926 -27. The GCC structure has gone through multiple renovat ions since its construction, including the installation of a barrel roof and skylight in approximately 1970 that enclosed the former western courtyard and created what is now known as the dining room. In recent years, the skylight has fallen into disrepair and is currently covered by tarps secured by sandbags due to chronic leaks experienced during rain events (Attachment 1) . The glass of the skylight was painted over many years ago, and the interior shade system is in operable. Based on its age and condition, staff recommends replacement of the skylight and sun shading system.
On June 3, 2025, City Council authorized the City Manager to execute a Professional Services Agreement (Agreement No. 2025 -060) with 19six Arc hitects to provide architectural and engineering services to the Skylight Replacement Project, which is part of the Goleta Community Center Campus Renovation Project (CIP Project No. 9127).
DISCUSSION:
19six Architects has developed plans and specificat ions to remove the existing skylight and shade structure and replace it with a new skylight that utilizes a motorized solar shade system. Specifically, this project is designed to replace, like-for-like, the existing 46’ x 10’ skylight, including the roof curbing, located above the GCC dining room. The new system will be placed in the same opening after curb replacement and will utilize a powder-coated metal framing system in Colonial White, which matches the white coloring of the existing 1 Meeting Date: October 21, 2025
roof. Interior framing of the skylight structure will also be in Colonial White (Attachment 2).
The plans are under review by the City Building Division and issuance of a building permit is expected soon. Staff is therefore requesting Council authorization to issue a Notice Inviting Bids for the Skylight Replacement Project. The plan set is included as Attachment
3. Staff will return to Council in the future (est. Fall of 2025) to request that Council formally approve the project plans and specifications that are part of the bid documents , adopt findings pursuant to the California Environmental Quality Act (CEQA) and award a construction contract to the lowest responsible bidder.
Historic Preservation Commission
The G CC is a designated City Historic Landmark and is included in the City’s Historic Resources Inventory (HRI). The proposed skylight replacement complies with the respective historic resource preservation requirements of Chapter 17.33 of the Goleta Municipal Code (Historic Resource Preservation). The skylight design also complies with Secretary of Interior Standards for the Rehabilitation of Historic Properties.
Staff reviewed the skylight design with the Historic Preservation Commission (Commission) on September 15, 2025. The Commission voted unanimously to recommend that the City Council find that the skylight design: 1) is consistent with Secretary of the Interior Standards for the Rehabilitation of Historic Properties findings; 2) is consistent with C ity of Goleta Zoning and General Plan provisions; 3) conforms to the City’s 2025 -2027 Strategic Plan; and 4) conforms to the Old Town Heritage District Guidelines.
GOLETA STRATEGIC PLAN:
City-Wide Initiative: 5. Strengthen Infrastructure
Strategic Goal: 5.4 Protect and maintain our City-owned facilities and critical operational assets.
FISCAL IMPACTS:
There are no immediate fiscal impacts associated with this Council item. The table below outlines the current available budget for the construction and replacement of the skylight, estimated at $275,000. Authorization to issue a Notice Inviting Bids does not commit the City to award a construction contract, but allows staff to proceed with the competitive bidding process using existing ap propriations. Once bids are received and evaluated, staff will return to Council , if necessary, with a request to appropriate additional funds from the Public Facilities/Building Maintenance Reserve or other eligible funding source to cover any remaining funding gap.
2 Meeting Date: October 21, 2025
Table 1: Project Budget Estimates
Fund Type Account Budget YTD
Actuals
Total Available
Budget*
General Fund 101-90-9127-57070 $25,000 $20,040 $4,960
Community Development
Block Grant (CDBG)
Fund
402-90-9127-57070 $238,453 $15,312 $223,140
Available Budget $263,453 $35,352 $228,100
Estimated Cost $275,000
Est. Surplus (Shortfall) ($46,900)
*Available budget as of June 30, 2025
ALTERNATIVES:
City Council may elect not to authorize the advertisement for the GCC Skylight bid. Doing so would lead to further degradation of the existing skylight and would pose substantial risk to operations located within the dining room and would cause continued and costly on-going maintenance to the skylight structure.
LEGAL REVIEW BY: Isaac Rosen, City Attorney
APPROVED BY: Robert Nisbet, City Manager
ATTACHMENTS:
1. Goleta Community Center Skylight - Existing Conditions
2. Proposed Skylight Replacement
3. Plan Set for the Goleta Community Center Skylight Replacement Project 3 ATTACHMENT 1
Goleta Community Center Skylight - Existing Conditions
4 5
6 ATTACHMENT 2
Proposed Skylight Replacement
7 8
9 ATTACHMENT 3
Plan Set for Goleta Community Center Skylight Replacement Project 10 GOLETA VALLEY COMMUNITY CENTER
SKYLIGHT REPLACEMENT
GENERAL
G-001 TITLE SHEET
G-301
CALGREEN
G-302
CALGREEN
G-303
CALGREEN
G-304
CALGREEN
ARCHITECTURAL
A-101
OVERALL SITE PLAN (FOR REFERENCE ONLY)
A-021 ROOF DEMOLITION PLAN &
A-211 REFLECTED CEILING PLAN
A-221 ROOF PLAN
A-701 SKYLIGHT DETAILS
STRUCTURAL
S-101
GENERAL NOTES
S-201 ROOF FRAMING PLAN AND DETAILS
ELECTRICAL
E0.1 SPECS, SYMBOLS, PANEL SCHEDULE
E1.0 POWER PLAN
15 Z
& AND
ANGLE
@ AT
C CENTERLINE
Ø DIAMETER OR
ROUND
#POUND OR NUMBER
ACT ACOUSTICAL
ACD AMENDED
CONSTRUCTION
DOCUMENT
ACO AREA COMPLIANCE
OFFICER
AD AREA DRAIN
ADA AMERICANS WITH
DISABILITIES ACT
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
ALUM ALUMINUM
ANNLD ANNEALED
AOR ARCH OF REC
APP APPROXIMATE
ARCH ARCHITECT/URAL
ASPH ASPHALT
ASS'Y ASSEMBLY
BD BOARD
BLDG BUILDING
BLK BLOCK
BLK'G BLOCKING
BM BEAM
BOT BOTTOM
CAB CABINET
CB CATCH BASIN
CEM CEMENT
CER CERAMIC
CI CAST IRON
CG CORNER GUARD
CLG CEILING
CAUK'G CAULKING/CHALKING
CLO CLOSET
CLR CLEAR
CO CASED OPENING
COR CONTR OF REC
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CTSK COUNTERSUNK
CNTR COUNTER
CTR CENTER
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN DOWN
DO DOOR OPENING
DR DOOR
DWR DRAWER
DS DOWNSPOUT
DSP DRY STANDPIPE
DWG DRAWING
(E) EXISTING
EEAST
EA EACH
EEOR ELEC ENG OF REC
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
ENG ENGINEER
EP ELECTRICAL PANEL
EQ EQUAL
EQP EQUIPMENT
ES EDGE STRIP
EVS ENVIRONMENTAL
SERVICES
EWP END WALL PROTECTOR
EXPO EXPOSED
EXP EXPANSION
EXTR EXTERIOR
FA FIRE ALARM
FB FLAT BAR
FLR DRN FLOOR DRAIN
FD FIRE DAMPER
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CAB
FH FULL HEIGHT
FHC FIRE HOSE CABINET
FIN FINISH
FLR FLOOR
FLS FIRE & LIFE SAFETY
FLSO FIRE LIFE SAFETY OFFICER
FLASH FLASHING
FLUOR FLUORESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUD
FP FIREPROOF(ING)
FR FIRE RATED or FIRE RATING
FRP FIBERGLASS REINFORCED
PLASTIC
FSD FIRE-SMOKE DAMPER
FT FOOT or FEET
FTG FOOTING
FURR FURRED or FURRING
FUT FUTURE
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GL GLASS
GLZ GLAZING
GRD GROUND
GR GRADE
GYP GYPSUM
HB HOSE BIBB
HDWD HARDWOOD
HDWR HARDWARE
HORZ HORIZONTAL
HR HOUR
HSKP HOUSEKEEPING
HT HEIGHT
HW HEAD OF WALL
ID INSIDE DIAMETER
IN INCH(ES)
ISO ISOLATION
INSUL INSULATION
INT INTERIOR
IOR INSPECTOR OF RECORD
JAN JANITOR
JT JOINT
KIT KITCHEN
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LKR LOCKER
LT LIGHT
LTG LIGHTING
MAT'L MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
M.C.
MEDICINE CABINET
MECH
MECHANICAL
MEOR MECH ENG OF REC
MEMB
MEMBRANE
MTL
METAL
MFG
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MIR
MIRROR
MISC MISCELLANEOUS
M.O. MASONRY OPENING
MTD
MOUNTED
MTR MONITOR
MULL
MULLION
(N) NEW
NNORTH
NEG PRES NEGATIVE PRESSURE
NIC NOT IN CONTRACT
NR NON RATED
NO. NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
O/ OVER
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OPN'G OPENING
OPP OPPOSITE
OSHPD OFFICE OF STATE HEALTH
PLANNING & DEVELOPMENT
PRCST PRECAST
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLSTR PLASTER
PLYWD PLYWOOD
PR PAIR
PT POINT
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER
TOWEL DISPENSER &
RECEPTACLE
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
QT QUARRY TILE
RRADIUS
RD ROOF DRAIN
REC RECORD
REFR REFERENCE
REF REFRIGERATOR
RGTR REGISTER
REINF REINFORCED
REQ'D REQUIRED
RB RESILIENT BASE
RM ROOM
RO ROUGH OPENING
RWD REDWOOD
RWL RAIN WATER LEADER
SSOUTH
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCH SCHEDULE
SD SMOKE DETECTOR
SECT SECTION
SEOR STRUCT ENG OF REC
SFD SMOKE / FIRE DAMPER
SFM STATE FIRE MARSHALL
SHF SHELF
SHWR SHOWER
SHT SHEET
SHTHG SHEATHING
SIM'L SIMILAR
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN
RECEPTACLE
S.D.
SOAP DISPENSER
SPEC
SPECIFICATION/S
SQ
SQUARE
S.S.
STAINLESS STEEL
SSK
SERVICE SINK
STA
STATION
STD
STANDARD
STL
STEEL
STO
STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
SYM SYMMETRICAL
TTREAD
TB TOWEL BAR
TOC TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
TEZZ TERRAZZO
T&G TONGUE & GROOVE
THK THICK
TLT TOILET
TOP TOP OF PAVEMENT OR
PARAPET
TOS TOP OF SLAB
TPD TOILET PAPER DISPENSER
TRT TREATMENT
TS TUBE STEEL
TOW TOP OF WALL
TV TELEVISION
TYP TYPICAL
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
UR URINAL
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VTR VENT THRU ROOF
W WEST
W/ WITH
WC WATER CLOSET
WD WOOD
WF WIDE FLANGE
WH WATER HEATER
W/O WITHOUT
WP WATERPROOF
WSCT WAINSCOT
WSP WET STANDPIPE
WT WEIGHT
3 5/8'' 16
GA
STUD SIZE
STUD GAUGE
COLUMN GRID
REFERENCE
DIMENSION
TO FINISH
MATERIAL
DIMENSION TO
CENTERLINE
DIMENSION TO
GRIDLINE
15 SYMBOLS
(NOT ALL MAY APPLY)
DRAWING INDEX ABBREVIATIONS
SECTION
SHEET WHERE DRAWN
DETAIL
SHEET WHERE DRAWN
SHEET WHERE DRAWN
ENLARGED DETAIL
NEW SPOT GRADE
DIRECTION OF
DRAINAGE FLOW
LEVEL LINE, BENCH MARK,
WORK POINT OR CONTROL
POINT
DIMENSION LINE AND POINT
CENTER LINE OR FLOOR LINE
PROPERTY, BOUNDARY OR
CUTLINE
MATCH LINE, SHADED
SIDE IS BEING CONSIDERED
OUTLINE OF HIDDEN OBJECT,
NIC ITEMS, REMOVED MATERIAL
FENCE LINE
BREAK LINE
NOTE SYMBOL,
SEE NUMBERED
NOTES COLUMN
REVISION NUMBER
REVISION CLOUD, OPTIONAL
COLUMN GRID REFERENCE,
POINT OF HEXAGON
TOWARDS COLUMN LINE
ELEVATION NUMBERS
SHEET WHERE DRAWN
ELEVATION SYMBOL,
ROOM NUMBER
ROOM MATERIAL CODE *
CEILING HEIGHT
ROOM NAME
* SEE ROOM MATERIAL
CODE SHEET
EQUIPMENT SCHEDULE
EQUIPMENT MARK
123
123
WINDOW MARK & TYPE
DOOR MARK
100.00' 100.00'
22 1
A
125
LOBBY
2B5
10'-0"
A
101A
52 A422
A
B
C
D
ELEVATION DIRECTION
A
A-301
3 A-601
A-601
3 5
EXISTING SPOT GRADE
NEW CONTOURS
EXISTING CONTOURS
PROJECT SCOPE
REPLACE (1) EXISTING SKYLIGHT SYSTEM AT THE EXISTING 1970'S GOLETA COMMUNITY CENTER BUILDING. THE SCOPE OF WORK FOR THE PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:
1. REPLACEMENT OF A 46' X10'± SKYLIGHT LOCATED IN THE DINING ROOM OF THE GOLETA COMMUNITY CENTER.
2. DESIGN OF A SHADE SCREEN SYSTEM FOR THE SKYLIGHT.
1. ALL WORK SHALL CONFORM TO TITLE 24 CALIFORNIA CODE OF REGULATIONS (CCR).
2. NOT USED.
3. APPARENT DISCREPANCIES ON DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO THE PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK.
4. ANY DIFFERENCE BETWEEN THE EXISTING CONSTRUCTION AS OBSERVED IN THE FIELD AND AS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE CITY OF GOLETA PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS.
6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT ALL APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO MAINTAIN A SAFE CONSTRUCTION PROJECT.
7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE SUPERVISION OF THE CONSTRUCTION WORK TO ENSURE THAT IT IS BUILT IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. THE ARCHITECT WILL PROVIDE ONLY PERIODIC OBSERVATION OF THE WORK.
8. ANY DAMAGE DONE TO THE EXISTING CONSTRUCTION DURING THE COURSE OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER.
9. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD & ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.
10. THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT SHALL CONFORM TO ASCE 7-10 SECTION 13.3.1 AND TABLE 13.6-1.
ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON THE PLANS.
11. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO DETAILED IN THE DRAWINGS OR ACCEPTED BY THE ARCHITECT AND THE STRUCTURAL ENGINEER WITH THE APPROVAL OF THE CITY OF GOLETA BUILDING INSPECTOR.
ALL WELDING SHALL BE SPECIALLY INSPECTED BY A CITY OF GOLETA INSPECTOR. ALL BRACING OF DUCTS AND PIPINGS SHALL BE INSTALLED IN
ACCORDANCE WITH SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION GUIDELINES AS APPROVED BY THE CITY OF GOLETA. WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBMITTED TO THE CITY OF GOLETA PROJECT MANAGER AND SUBJECT TO THE APPROVAL OF THE ARCHITECT AND RESPONSIBLE ENGINEER.
12. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLIANT
CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF GOLETA BEFORE PROCEEDING WITH THE WORK.
13. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING DRAWINGS AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION.
14. GENERAL CONTRACTOR SHALL CONSULT WITH CITY OF GOLETA PROJECT MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION.
15. ALL WORK SHALL BE PREFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES.
16. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.
17. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS TO BE TAKEN FROM THE DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.
18. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK.
19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS.
20. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS ON-SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. THE RECORD
DRAWINGS SHALL BE ISSUED CITY OF GOLETA PROJECT MANAGER AT PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL REQUIREMENTS OF THE PROJECT MANUAL.
21. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING,
ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS NOTED OTHERWISE.
22. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE CITY OF GOLETA PROJECT MANAGER AND/OR THE ARCHITECT.
23. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK IN THESE DOCUMENTS INCLUDING AND DEMOLITION, RECONFIGURING, OR OTHER WORK NECESSARY FOR A COMPLETE AND FINISHED INSTALLATION.
24. DO NOT SCALE DRAWINGS, DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE.
25. GENERAL CONTRACTOR SHALL PROVIDE SAFE MEANS OF WASTE REMOVAL AND ACCESS TO THE ROOF.
26. GENERAL WORKING HOURS TO BE: 8:30AM-4:30PM M-F ADDITIONAL TIME TO BE COORDINATED AND APPROVED BY THE CITY OF GOLETA REPRESENTATIVE.
27. THERE SHALL BE NO ACCESS INTO THE BUILDING WITHOUT PRIOR APPROVAL AND COORDINATION BY THE CITY OF GOLETA REPRESENTATIVE.
28. CONTRACTOR TO RECYCLE ALL MATERIAL POSSIBLE OR CONTRACT SERVICES OF LOCAL RECYCLING PROVIDER, E.G. MARBORG PER CITY OF GOLETA’S CONSTRUCTION DEMOLITION DEBRIS RECYCLING PROGRAM (CITY CODE 8:59:90).
29. GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT OF RECORD AND THE PROJECT DEVELOPMENT MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION.
30. GENERAL CONTRACTOR IS RESPONSIBLE FOR DIRECT SHIPMENTS. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.
31. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY".
32. CONTRACTOR SHALL COORDINATE WITH THE CITY OF GOLETA PROJECT MANAGER REGARDING THE ACCESS AND USE OF A CRANE.
GENERAL PROJECT NOTES
APPLICABLE CODES
VICINITY MAP
§ 22.04.010 ADOPTION OF CALIFORNIA CODES BY REFERENCE.
SUBJECT TO THE AMENDMENTS SPECIFIED IN SECTIONS 22.04.020 THROUGH 22.04.070, THE FOLLOWING CODES, CERTAIN APPENDIX
CHAPTERS, AND THE STANDARDS AND SECONDARY CODES REFERENCED THERIN ARE ADOPTED, AND SHALL BE KNOW AS THE CITY OF GOLETA BUILDING CODES.
THE " CALIFORNIA BUILDING CODE VOLUMES 1 AND 2" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION, INCLUDING APPENDIX CHAPTERS G AND J.
THE "CALIFORNIA ELECTRICAL CODE" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION.
THE "CALIFORNIA MECHANICAL CODE" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION.
THE "CALIFORNIA PLUMBING CODE" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION INCLUDING APPENDIX CHAPTERS I (INSTALLATION STANDARDS) AND K.
THE "CALIFORNIA ENERGY CODE" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION.
THE "CALIFORNIA HISTORICAL BUILDING CODE" (2022 EDITION), AS PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION.
TITLE 19 CCR, PUBLIC SAFETY AND FIRE MARSHAL REGULATIONS. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
GOLETA MUNICIPAL CODE AS ADOPTED IN ORDINANCE 25-01.
PROJECT CONTACTS
LOT & BUILDING DATA
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
TITLE SHEET
G-001
5679 HOLLISTER AVE, APN 071-130-009
LOT AREA:
ZONING:
OCCUPANCY:
CURRENT USE:
CONSTRUCTION TYPE:
FIRE ZONE:
FLOOD ZONE:
COASTAL ZONE:
REG. HISTORIC BUILDING:
FIRE SPRINKLERS:
NUMBER OF STORIES:
EXISTING BUILDING HEIGHT:
ADJACENT PROPERTIES
NORTH: COMMERCIAL
EAST: COMMERCIAL
SOUTH: RESIDENTIAL/MULTI UNIT
WEST: COMMERCIAL/HOSPITALITY
PATRICK ZUROSKE
PROJECT MANAGER, GENERAL SERVICES
CITY OF GOLETA | 130 CREMONA DRIVE,
SUITE B | GOLETA, CA 93117
(805) 690-5128 (O) | (805) 568-4154 (C)
[email protected]
WWW.CITYOFGOLETA.ORG
CITY OF GOLETA
9.84 ACRES
PQ
A-3
V-B
NO
ZONE X
NO
NO
NO
1 PROJECT LOCATION:
5679 HOLLISTER AVE
90% CONSTRUCTION DOCUMENTS
11 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 (July 2024 Supplement) 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.
ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats and the like, are not included.
ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG,
DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and necessary raceways, both underground and/or surface mounted, to support EV charging.
ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off-board charging equipment used to charge an electric vehicle.
ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of EV charging equipment and charging of electric vehicles.
ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSA-SS, HCD] One or more electric vehicle charging spaces served by EVSE or receptacle(s).
ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit; any necessary raceways, both underground and/or surface mounted; to accommodate EV charging, terminating in a receptacle or a charger.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-SS and HCD] The conductors, including the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.
SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES
5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater.
[DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.
Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of the existing building(s) is not eligible to meet compliance with Section 5.105.2.
5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45 percent combined of the existing building’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation.
5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to demonstrate compliance with Section 5.105.2.
Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this section.
5.105.3 Deconstruction (Reserved).
5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 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 compliance with this section has been demonstrated to be not feasible based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA), compliance with Section 5.106.5.6 shall not be required. a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. The installation of EVCS is impracticable.
2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with Section 5.106.5.6.
5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1 and the following requirements:
1. Raceways complying with the California Electrical Code and no less than 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 space and into a suitable listed cabinet, box, enclosure or equivalent. A common raceway may be used to serve multiple EV capable 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 device space(s) as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.”
1. Calculation for spaces shall be rounded up to the nearest whole number.
2. Each EVCS shall reduce the number of required EV capable spaces by the same number.
5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2.
EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building Code Chapter 11B.
5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2 Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle charging stations (EVCS)—Power allocation method and associated Table 5.106.5.3.6 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.
DISCLAIMER
THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A
MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2019
CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE.
DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT
JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL NOTE:
1. THIS DOCUMENT IS EXCERPTED FROM THE 2022 CALIFORNIA GREEN BUILDING CODE, SUPPLEMENT, EFFECTIVE JANUARY 2023. THE INTENT OF THE
DOCUMENT'S CONTENT, ORGANIZATION AND FORMAT IS TO PROVIDE USABLE
ACCESS TO THE MANDATORY SECTIONS OF THE REFERENCED CODE THAT WILL 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
NNew
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.
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.
5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be permitted to reduce the minimum number of required EV capable spaces without EVSE in Table
5.106.5.3.1 by one.
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).
5.106.5.3.4 Accessible electric vehicle charging station (EVCS).
When EVSE is installed, accessible
EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.
5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).
Power allocation method shall include the following:
1. Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs.
2. At least one Level 2 EVSE shall be provided.
5.106.5.3.6 Electric vehicle charging stations (EVCS)—power allocation method. The power allocation method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the total number of actual parking spaces.
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
0-900
10-2520
26-5082
51-75133
76-100174
101-150256
151-200359
201 AND OVER20 percent of actual
parking spaces¹
25 percent of EV capable
spaces¹
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. Calculation for spaces shall be rounded up to the nearest whole number.
2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the total number of required EV capable spaces shown in column 2.
3. At least one Level 2 EVSE shall be provided.
Y N/AY 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
5.106.5.5 Electric vehicle (EV) charging: medium-duty and heavy-duty. [N] [BSG-CG] Construction shall comply with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces shall also comply with Section 5.106.5.5.1 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:
5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or busway(s) and adequate capacity for transformer(s), service panel(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 subpanels shall meet the minimum power requirement in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE.
2. The construction documents shall indicate one or more location(s) convenient to the planned off-street 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 5.106.5.5.1.
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 equipment for medium- and heavy-duty vehicles.
4. The raceway(s) or busway(s) shall be of 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
5.106.5.5.1.
TABLE 5.106.5.3.6
TOTAL NUMBER OF ACTUAL
PARKING SPACES
MINIMUM
TOTAL kVA @
6.6 kVA
TOTAL kVA REQUIRED IN ANY
COMBINATION OF EV CAPABLE,3,4
LOW POWER LEVEL 2, LEVEL 2, 1, 2
OR DCFC
0-900
10-2526.426.4
26-5052.852.8
51-7585.885.8
76-100112.2112.2
101-150165165
151-200231231
201 AND OVER
20 percent of actual
parking spaces x
6.6 Total required kVA = P × .20 × 6.6
Where P = Parking spaces in facility
1. Level 2 EVSE @ 6.6 kVA minimum.
2. At least one Level 2 EVSE shall be provided.
3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent.
4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable spaces.
5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2.
When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code,
Chapter 11B, Section 11B-228.3.
1. When the scope of construction work includes an increase in power supply to an electric service panel as part of a parking facility addition or alteration.
2. When a new photovoltaic system is installed covering existing parking spaces.
3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the scope of work includes an increase in power supply to an electric service panel.
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 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. d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues.
2. Remote parking facilities that do not have access to the building service panel.
3. Parking area lighting upgrades where no trenching is part of the scope of work.
4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster repairs, etc.
5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure [A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being added or altered.
5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure [A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table
5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable allocated power and infrastructure for the total number of actual parking spaces being added or altered. If the area being added or altered exceeds the existing EV capable capacity, allocated power and infrastructure, provide additional EV charging as needed to comply with this section.
TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPEBUILDING 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 2200
3 or Greater400
Greater than 90,0001 or Greater400
Manufacturing Facilities
10,000 to 50,0001 or 2200
10,000 to 50,0003 or Greater400
Greater than 50,0001 or Greater400
Office Buildings
10,000 to 135,0001 or 2200
10,000 to 135,0003 or Greater400
Greater than 135,0001 or Greater400
Retail
10,000 to 135,000
1 or 2200
3 or Greater400
Greater than 135,0001 or Greater400
Warehouse
20,000 to 256,000
1 or 2200
3 or Greater400
Greater than 256,0001 or Greater400
TABLE 5.106.5.6.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF
REQUIRED EVCS2
0-900
10-2541
26-5082
51-75133
76-100174
101-150256
151-200359
201 AND OVER20 percent of total spaces¹25 percent of EV capable spaces¹
5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric vehicle supply equipment (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 shall be provided with Level 2 EVSE or DCFC as permitted in Section
5.106.5.3.2.1. 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.
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.
G-301
CALGREEN CODE
COMPLIANCE
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
90% CONSTRUCTION DOCUMENTS
12 DIVISION 5.4MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the installation of products with lower GHG emissions 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 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23,
California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
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.
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.
5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤
1.00 Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement) Y
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).
5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible EVCS shall be provided in accordance with California Building Code Chapter 11B.
Exception: Projects in which improvements in parking areas consist only of accessibility improvements are not required to comply with Section 5.106.5.6.5.
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 lineN/AB2B3B4B4
Luminaire back hemisphere is
0.5-1 MH from property lineN/AB1B2B3B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/AB0B0B1B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3N/AU0U0U0U0
For all other outdoor
lighting,including decorative
luminaires
N/AU1U2U3UR
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.
N/AY N/AY N/AY 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
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/AG1G2G3G4
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/AG0G1G1G2
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/AG0G0G1G1
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/AG0G0G0G1
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"
TABLE 5.106.5.6.3
NUMBER OF PARKING SPACES
IN A PARKING FACILITY
MINIMUM TOTAL POWER (KVA)
REQUIRED FOR EVCS
0-90
10-257
26-5014
51-7520
76-10027
101-15040
151-20060
201 AND OVERTotal required KVA = P × .05 × 6.6
Where P = Parking spaces in facility
5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable spaces required to be provided without EVSE shall not be required.
5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking area or when area containing parking spaces is added to a parking facility. The number of required EVCS shall be based on the total number of existing and new parking spaces in the parking facility.
5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table
5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility.
SECTION 5.409 LIFE CYCLE ASSESSMENT
5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3.
Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater.
[DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or
5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.
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.
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.
BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections 3500-3505) targets carbon emissions associated with the production of structural steel (hot-rolled sections, hollow structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in consultation with the California Air Resources Board (CARB).
CRADLE-TO-GRAVE. Activities associated with a product or building’s life cycle from the extraction stage through disposal stage, and covering modules A1 through C4 in accordance with ISO Standards 14025 and 21930.
ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.
REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle assessment.
TEST. A procedure to determine quantitative performance of a system or equipment TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third-party verified report that summarizes how a product impacts the environment. Type III EPDs can be either product-specific, factory-specific, or industry-wide EPDs.
See “Cradle-to-Gate.”
FACTORY-SPECIFIC EPD. A product-specific Type III EPD in which the environmental impacts can be attributed to a single manufacturer and manufacturing facility.
INDUSTRY-WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the typical manufacturing impacts for a range of products within the same product category for a group of manufacturers.
PRODUCT-SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product design and manufacturer across multiple facilities.
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.
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.
5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1 by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for each EV capable space is accumulatively supplied to the EVSE.
5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.6.1 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.
5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility.
Contractor
G-302
CALGREEN CODE
COMPLIANCE
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
90% CONSTRUCTION DOCUMENTS
13 DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity 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 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
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, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
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 hundreths of a gram (g O3/g ROC).
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this 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).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.
VOC. A volatile organic compound 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).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONSCURRENT VOC LIMIT
INDOOR CARPET ADHESIVES50
CARPET PAD ADHESIVES50
OUTDOOR CARPET ADHESIVES150
WOOD FLOORING ADHESIVES100
RUBBER FLOOR ADHESIVES60
SUBFLOOR ADHESIVES50
CERAMIC TILE ADHESIVES65
VCT & ASPHALT TILE ADHESIVES50
DRYWALL & PANEL ADHESIVES50
COVE BASE ADHESIVES50
MULTIPURPOSE CONSTRUCTION ADHESIVES70
STRUCTURAL GLAZING ADHESIVES100
SINGLE-PLY ROOF MEMBRANE ADHESIVES250
OTHER ADHESIVES NOT SPECIFICALLY LISTED50
SPECIALTY APPLICATIONS
PVC WELDING510
CPVC WELDING490
ABS WELDING325
PLASTIC CEMENT WELDING250
ADHESIVE PRIMER FOR PLASTIC550
CONTACT ADHESIVE80
SPECIAL PURPOSE CONTACT ADHESIVE250
STRUCTURAL WOOD MEMBER ADHESIVE140
TOP & TRIM ADHESIVE250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL30
PLASTIC FOAMS50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD30
FIBERGLASS80
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 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTSCURRENT VOC LIMIT
ARCHITECTURAL250
MARINE DECK760
NONMEMBRANE ROOF300
ROADWAY250
SINGLE-PLY ROOF MEMBRANE450
OTHER420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS250
POROUS775
MODIFIED BITUMINOUS500
MARINE DECK760
OTHER750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.
5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (July 2024 Supplement)
5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through
5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.
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.
Y N/A
5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.
Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:
1. Owner’s or Owner representative’s project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not provide heating and/or air conditioning.
Informational Notes:
1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.
Y N/AY N/AY N/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included in the BCCA.
2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength.
3. Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete GWP allowed values for each product category.
4. The GWP unit for flat glass has been adjusted to correct an error in the express terms. With the revised unit (MT CO2e/MT), reported GWP values will align with industry data as published in the CLF North American Material Baselines (2023).
5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.
Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value.
For the purposes of this exception, industry-wide EPDs are acceptable.
Exception EQUATION 5.409.3.1
GWPn < GWPallowed
where
GWPn = Σ (GWPn)(vn)
and
GWPallowed = Σ (GWPallowed)(vn)
and
n = each concrete mix installed in the project
GWPn = the GWP for concrete mix n per concrete
mix EPD, in kg CO2e/m3
GWPallowed = the GWP potential allowed for concrete
mix n per Table 5.409.3
vn = the volume of concrete mix n installed in
the project, in m3
TABLE 5.409.3
PRODUCT GWP LIMITS
BUY CLEAN CALIFORNIA
MATERIALS PRODUCT
CATEGORY1
MAXIMUM
ACCEPTABLE GWP
VALUE (unfabricated)
(GWPallowed)
UNIT OF
MEASUREMENT
Hot-rolled structural steel
sections1.77MT CO2e/MT
Hollow structural sections3.00MT CO2e/MT
Steel plate2.61MT CO2e/MT
Concrete reinforcing steel1.56MT CO2e/MT
Flat glass2.50MT CO2e/MT 4
Light-density mineral
wool board insulation5.83kg CO2e/MT
Heavy-density mineral
wool board insulation14.28kg CO2e/MT
Concrete, Ready-Mixed2, 3
CONCRETE PRODUCT
CATEGORY
MAXIMUM GWP
ALLOWED VALUE
(GWPallowed)
UNIT OF
MEASUREMENT
up to 2499 psi450kg CO2e/m3
2500−3499 psi489kg CO2e/m3
3500−4499 psi566kg CO2e/m3
4500−5499 psi661kg CO2e/m3
5500−6499 psi701kg CO2e/m3
6500 psi and greater799kg CO2e/m3
Concrete, Lightweight Ready-Mixed2
CONCRETE PRODUCT
CATEGORY
MAXIMUM GWP
ALLOWED VALUE
(GWPallowed)
UNIT OF
MEASUREMENT
up to 2499 psi875kg CO2e/m3
2500−3499 psi956kg CO2e/m3
3500−4499 psi1039kg CO2e/m3
5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle-to-grave whole building life cycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.
Notes:
1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary (www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), One-Click LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com).
2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the assessment.
3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements.
5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors.
5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be 60 years.
5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.
5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency.
OwnerContractor
Contractor
Contractor
G-303
CALGREEN CODE
COMPLIANCE
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
90% CONSTRUCTION DOCUMENTS
14 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.
5.504.4.5 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 (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.
5.504.4.5.3 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 or European 636 3S standards.
5. Other methods acceptable to the enforcing agency.
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS400
BASEMENT SPECIALTY COATINGS400
BITUMINOUS ROOF COATINGS50
BITUMINOUS ROOF PRIMERS350
BOND BREAKERS350
CONCRETE CURING COMPOUNDS350
CONCRETE/MASONRY SEALERS100
DRIVEWAY SEALERS50
DRY FOG COATINGS150
FAUX FINISHING COATINGS350
FIRE RESISTIVE COATINGS350
FLOOR COATINGS100
FORM-RELEASE COMPOUNDS250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH-TEMPERATURE COATINGS420
INDUSTRIAL MAINTENANCE COATINGS250
LOW SOLIDS COATINGS1120
MAGNESITE CEMENT COATINGS450
MASTIC TEXTURE COATINGS100
METALLIC PIGMENTED COATINGS500
MULTICOLOR COATINGS250
PRETREATMENT WASH PRIMERS420
PRIMERS, SEALERS, & UNDERCOATERS100
REACTIVE PENETRATING SEALERS350
RECYCLED COATINGS250
ROOF COATINGS50
RUST PREVENTATIVE COATINGS250
SHELLACS:
CLEAR730
OPAQUE550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS100
STAINS250
STONE CONSOLIDANTS450
SWIMMING POOL COATINGS340
TRAFFIC MARKING COATINGS100
TUB & TILE REFINISH COATINGS420
WATERPROOFING MEMBRANES250
WOOD COATINGS275
WOOD PRESERVATIVES350
ZINC-RICH PRIMERS340
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.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCTCURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE0.05
HARDWOOD PLYWOOD COMPOSITE CORE0.05
PARTICLE BOARD0.09
MEDIUM DENSITY FIBERBOARD0.11
THIN MEDIUM DENSITY FIBERBOARD20.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.
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 owner's 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-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's 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.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 4 (July 2024 Supplement) SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.
2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.
4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.
5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.
6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with the requirements of 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 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.
5.504.4.3.2 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
5.504.4.4 Carpet Systems.
All carpet installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350).
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350).
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
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.
Y N/AY N/AY N/AY N/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORYCURRENT VOC LIMIT
FLAT COATINGS50
NONFLAT COATINGS100
NONFLAT HIGH GLOSS COATINGS150
G-304
CALGREEN CODE
COMPLIANCE
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
Owner
Owner
Owner
Owner
Owner
90% CONSTRUCTION DOCUMENTS
15 (E)
COURTYARD
(E) SLOPE
(E) SLOPE
TO DRAIN
(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE (E)
FLAT ROOF
(E)
FLAT ROOF
(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE (E) SLOPE
TO DRAIN
(E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE
TO DRAIN
(E) 46'-10" ± V.I.F.
(E) 7'-7" V.I.F.
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
1 DEMOLITION ROOF PLANSCALE: 1/8"=1'-0"
N
ROOF DEMOLITION
PLAN
A-021
KEYNOTES
NO. DESCRIPTION
(E) BARREL VAULT ROOF
(E) SKYLIGHT TO BE REMOVED
(E) CURB TO BE REMOVED, SEE DET. 2/A-701 FOR NEW CURB DETAIL (E) SARNAFIL SINGLE-PLY ROOFING TO REMAIN. CONTRACTOR SHALL PROTECT IN PLACE
AND PATCH OR REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION 1 2
3 4
1 2
DEMOLITION PLAN LEGEND
SKYLIGHT TO BE REMOVED
DEMOLITION PLAN LEGENDDEMOLITION PLAN LEGEND
DEMOLITION PLAN GENERAL NOTES
1. THE PROJECT INCLUDED THE DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF THE BUILDING OR STRUCTURE. COORDINATE ALL DEMOLITION WORK WITH THE PROPOSED NEW CONSTRUCTION WORK.
2. MAINTAIN THE CONDITION OF EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND
SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION
3. CLARIFY WITH OWNER THE MEANS OF DISPOSING OF ALL CONSTRUCTION DEBRIS AND WASTE. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM PER CITY CODE FOR THE DEMOLITION DEBRIS RECYCLING REQUIREMENT. [CITY OF GOLETA MUNICIPAL CODE IN CHAPTER 8.10, ARTICLE IV, MANDATORY RECYCLING OF CONSTRUCTION DEBRIS], DO NOT BURN DEMOLISHED MATERIALS.
4. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE WHO WILL BE USING ADJACENT SPACES. ADJACENT FACILITIES TO REMAIN IN OPERATION DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
5. DEMOLITION NOTES REFER TO 'COMPLETE' MEANS TO DEMOLISH, REMOVE, AND CLEAN UP AFFECTED AREA.
6. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN CONFINES OF DEMOLITION LIMIT LINE.
7. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
8. DAMAGE TO ANY EXISTING UTILITIES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPLACE/REPAIR IN KIND.
9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND
UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, AND STREETS PER CITY OF GOLETA BEST MANAGEMENT PLAN.
10. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
11. IDENTIFY ANY UNDOCUMENTED UTILITIES AND BRING TO OWNER'S ATTENTION.
12. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE,
NOT AN ITEMIZED ACCOUNTING FOR EACH ELEMENT TO BE DEMOLISHED, REMOVED, AND DISPOSED OF.
13. CONTRACTOR TO VERIFY W/ ARCHITECT ALL DEMOLITION WORK PRIOR TO COMMENCING DEMOLITION.
14. CONTRACTOR TO SHORE UP WALLS AS NEEDED.
15. DISPOSAL OF HAZARDOUS MATERIAL IS TO BE PERFORMED IN ACCORDANCE WITH CITY OF
GOLETA'S PROJECT HAZARDOUS MATERIAL DISPOSAL PLAN
16. CONTRACTOR TO COORDINATE A PROJECT COMMUNICATIONS PLAN WITH THE
OWNER/PROJECT MANAGER TO ENSURE ALL BUILDING TENANTS ARE NOTIFIED OF
CONSTRUCTION ACTIVITIES,
17. CONTRACTOR SHALL ENSURE ROOF SKYLIGHT OPENINGS ARE SECURELY COVERED WHEN
WORK IS NOT IN PROGRESS AND DURING RAIN OR INCLEMENT WEATHER TO PREVENT WATER
INTRUSION OR DEBRIS INTO THE BUILDING
AREA OF
WORK
3 4
4 1 EXISTING SKYLIGHT TO BE REMOVED.SCALE: 1/8"=1'-0"
N
16 N4°15'00"E
1008.90
S4°15'00"W
734.61
S85°17'00"E
469.46
170.05
N53°59'00"E
216.28
N4°15'00"E
1008.90
S4°15'00"W
734.61
S85°17'00"E
469.46
170.05
N53°59'00"E
216.28
N4°15'00"E
1008.90
S4°15'00"W
734.61
S85°17'00"E
469.46
170.05
N53°59'00"E 216.28
HOLLISTER AVENUE
1 2
2 3
4 9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
EXISTING OVERALL
SITE PLAN
A-101 N
SITE PLAN KEYNOTES
TEMPORARY FENCING INSTALLED BY CONTRACTOR, COORDINATE WITH CITY OF GOLETA FOR
DIMENSIONS OF SPACE AVAILABLE TO CONTRACTOR
EXISTING PORTABLE CLASSROOM
CRANE LOCATION.
PEDESTRIAN FOOT ACCESS PATH TO BOYS & GIRLS CLUB, CONTRACTOR TO KEEP PATH OPEN AT
ALL TIMES
1 2
3 4
1 EXISTING OVERALL SITE PLAN 1"=50'-0"
GENERAL NOTES
1. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR UTILITIES.
2. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED PRIOR TO ANY EXCAVATION WORK ON THIS PROJECT.
3. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
4. DAMAGE TO ANY EXISTING UTILITIES, STRUCTURES, AND/OR SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR MODIFYING ANY EXISTING
IRRIGATION LINES DAMAGED OR IMPACTED DURING THE COURSE OF WORK IN ORDER TO PROVIDE A FULLY FUNCTIONAL SYSTEM AT PROJECT COMPLETION.
6. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO THE PREVENT DEBRIS AND
UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, NATURAL WATERWAYS, AND STREETS.
7. DUST CONTROL SHALL BE IMPLEMENTED AT ALL TIMES.
8. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.
9. NO TREES SHALL BE REMOVED WITHOUT APPROVAL OF DISTRICT AND ARCHITECT. ALL TREES TO BE PROTECTED DURING CONSTRUCTION, INCLUDING ROOT ZONE.
10. NOT USED.
11. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY FENCING TO ENSURE SITE IS SECURE AT
ALL TIMES FOR CHILDREN OR OTHER USERS OF THE GOLETA COMMUNITY CENTER, INCLUDING STAGING AND ACCESS AREAS.
12. CONTRACTOR TO REPAIR ALL EXISTING LANDSCAPE AREAS IMPACTED BY CONSTRUCTION ACTIVITIES. REPAIR TO INCLUDE ANY DAMAGE TO EXISTING IRRIGATION SYSTEM,
RE-GRADING TO ENSURE PROPER DRAINAGE, SMOOTHING OF SURFACE, AND RE-SEEDING TO MATCH ADJACENT AREAS (HYDROSEEDING IS ACCEPTABLE).
13. CONTRACTOR TO PROTECT EXISTING SITE IMPROVEMENTS AND RETURN CONSTRUCTION ACCESS AREA TO ITS ORIGINAL CONDITION UPON COMPLETION. STREET SWEEPING AND VACUUMING TO BE PROVIDED AS NEEDED DURING CONSTRUCTION.
14. CONTRACTOR TO RE-STRIPE ANY PAVEMENT MARKINGS IMPACTED BY CONSTRUCTION ACTIVITIES.
15. THE SITE EXPERIENCES CONSISTENT VEHICULAR AND PEDESTRIAN TRAFFIC THROUGHOUT
THE DAY, INCLUDING BUS TRAFFIC DURING STUDENT DROP-OFF AND PICK-UP TIMES FOR THE BOYS & GIRLS CLUB. CONTRACTOR SHALL PLAN AND COORDINATE ALL CONSTRUCTION
ACTIVITIES ACCORDINGLY TO MAINTAIN SAFE ACCESS AT ALL TIMES
LEGENDS
(E) GOLETA COMMUNITY CENTER
(E) DRIVEWAY
(E) PARKING
(E) PARKING
FENCED
STAGING
AREA
AREA OF WORK
FOR REFERENCE ONLY
(E)SIDEWALK
(E) DRIVEWAY
(E) PRESCHOOL
(E) COURTYARD
XX
TEMPORARY FENCE
FENCE
PROPERTY LINE
(E) TREE
FLOW OF TRAFFIC
GOLETA
BOYS & GIRLS
CLUBN.I.C.
GUSD
MOT
N.I.C.
90% CONSTRUCTION DOCUMENTS
17 WOMEN'S
RESTROOM
TOOL ROOM
CHILDREN'S
RESTROOM
DINING
ROOM
KITCHEN
STORAGEBUILDING
MAINTENANCE
UTILITY
2 2
4 2
1 3
2 2
2 TYP.
21 TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
5TYP.
6TYP.
7TYP.
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
1 REFLECTED CEILING PLANSCALE: 1/4"=1'-0"
N
PLAN LEGEND
CEILING GENERAL NOTES
1. ALL EXISTING CEILINGS TO REMAIN U.N.O., PATCH AND REPAIR TO MATCH EXISTING ANY SURFACE DAMAGED DURING RENOVATION WORK.
2. SALVAGE (E) LIGHT FIXTURES (VERIFY WITH OWNER), SUPPORT AND PROTECT IN PLACE, SEE ELECTRICAL PLANS FOR ADDITIONAL WORK.
3. EXISTING MECHANICAL REGISTERS TO REMAIN, U.O.N. SEE MECHANICAL PLANS FOR ADDITIONAL WORK AND INFORMATION.
NOTE: SYMBOLS SHOWN FOR LOCATION
PURPOSES ONLY, SEE MECHANICAL,
ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION
REFLECTED
CEILING PLAN
A-211
KEYNOTES
(E) FRAMING TO REMAIN
(E) LIGHT FIXTURE TO REMAIN
(E) EXHAUST FAN TO REMAIN
(E) AIR SUPPLY TO REMAIN
(E) STRUCTURAL STEEL BRACING TO REMAIN IN PLACE DURING SKYLIGHT INSTALLATION.
PROTECT IN PLACE
(E) 2x6 PURLINS @ 16" O.C., TYP. AT ALL BOWSTING TRUSS BAYS (E) T&G, PROTECT IN PLACE, REPAIR ALL DAMAGED T&G DURING CONSTRUCTION, FINISH TO MATCH
1 2
3 4
5 6
7 NEW SKYLIGHT
AREA OF
WORK
90% CONSTRUCTION DOCUMENTS
18 (E)
COURTYARD
(E) SLOPE
(E) SLOPE
TO DRAIN
(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE (E)
FLAT ROOF
(E)
FLAT ROOF
(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE (E) SLOPE
TO DRAIN
(E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE (E) SLOPE(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE
TO DRAIN
46'-10" ± V.I.F.
7'-7" V.I.F.
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
1 ROOF PLANSCALE: 1/8"=1'-0"
N
ROOF PLAN
KEYNOTES
NO. DESCRIPTION
(E) BARREL VAULT ROOF TO REMAIN
NEW 40 DEGREE SLOPE SKYLIGHT BY VELUX (RIDGELIGHT 20-40) OR EQUIVALENT, SEE DETAILS ON A-701, SEE ALSO S-201
(E) 2x6 PURLINS @ 16" O.C., TYP. AT ALL BOWSTING TRUSS BAYS (E) STRUCTURAL STEEL BRACING TO REMAIN IN PLACE DURING SKYLIGHT INSTALLATION.
PROTECT IN PLACE
1 2
3 4
AREA OF
WORK
A-221
A-701
2 4
A-701
ROOF PLAN GENERAL NOTES
1. REFER TO ELECTRICAL SHEETS FOR SHADES CONTROLLERS INFORMATION
2. CONTRACTOR TO VERIFY SKYLIGHT DIMENSIONS PRIOR TO PLACING SKYLIGHT PURCHASE ORDER.
4 A-701
TYP.
TYP.
2 PROPOSED SKYLIGHT - EXTERIOR VIEWSCALE: 1/8"=1'-0"
B
A
3 PROPOSED SKYLIGHT - INTERIOR VIEWSCALE: 1/8"=1'-0"
90% CONSTRUCTION DOCUMENTS
19 CLADDING
INTEGRADED SHADES,
COLOR PER CLIENT.
SPRAY-ON
INS.
RIDGE CAP
STEEL FOR FIXATION
BOTTOM FLASHING (ERC)
MOUNTING BRACKET
4" CANT STRIP
FOAM GASKET
DRAINAGE PROFILE
(MULTI BRACKET)
BOTTOM FLASHING
(ERC)
CLAMP
VAPOR BARRIER
CONNECTION STRIP (BCX)
INNER RIDGE
COVERING
INSULATING
GLAZING UNIT
'VELUX' RIDGELIGHT
SKYLIGHT OR
EQUIVALENT.
4 -
14 -
14 -
(10) EQ. PANELS ON EA. SIDE,
W/ INTEGRADED SHADES,
COLOR PER CLIENT. EACH SIDE
TO OPERATED INDEPENDENTLY
FRAME W/ POWDER COAT FINISH,
COLOR: "COLONIAL WHITE" BY VELUX
(E) ROOF, PATCH AND
REPAIR AS NEEDED
'VELUX' RIDGELIGHT
SKYLIGHT OR
EQUIVALENT.
SEE SPEC. 08 63 00
9/10/2025 4:47:07 PM C:\Users\tcastro\Documents\24088.01_UCSB_EL_CENTRO_BLDG_S24_tcastroLUAYX.rvt 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
90% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
2 40 DEGREE SLOPE SKYLIGHT DETAILSSCALE: 1"=1'-0"
SKYLIGHT DETAILS
A-701
4 SKYLIGHT CURBSCALE: 3" = 1'-0"
RIDGE TOP PIECE
BOTTOM FLASHING (ERC)
FOAM GASKET
VELUX VAPOR BARRIER
CONNECTION STRIP (BCX)
CLAMP
4" CANT STRIP
(E) FRAMING MEMBERS
STEEL FOR FIXATION
STRUCTURAL REINFORCEMENT PER
STRUCTURAL DRAWINGS
(E) FRAMING
MEMBERS
(E) FRAMING
MEMBERS
INTEGRATED ROLLER SHADE
(COLOR PER CLIENT)
DRAINAGE PROFILE
(MULTI BRACKET)
POWDER COATED
METAL FLASHING
NEW 10"X10" SHAPED WOOD
CURB, KEEP CURB VERTICAL,
SEE DET 2/S-201 FOR CURB
DIMENSIONS.
1 2" T&G REDWOOD, FINISH
TO MATCH EXISTING
PROVIDE B EAD OF
CALULKING ALL
AROUND
PERIMETER.
2x NAILER
6"-8" 2x NAILER @ 48" O.C.
14 SKYLIGHT GABLE ENDSCALE: 3" = 1'-0"
COVERING
VAPOR BARRIER CONNECTION STRIP (BCX)
INSULATION PER
MFR.
POWDER COATED METAL
FLASHING
4" CANT STRIP
FOAM GASKET
NEW SKYLIGHT
INSULATED GLAZING UNIT
2x8 PTL FRAMING AT 16' OC, TYP
1 2" T&G REDWOOD, FINISH TO
MATCH EXISTING
SIDE FLASHING
PER MFR
1 2" PLYWOOD SHEATHING
WITH 8d NAILING EF = @6" OC
FN = 12" OC
NEW SINGLE PLY ROOFING
TO MATCH EXIST 'SARNAFIL'
SINGLE PLY ROOFING.,
INSTALL PER MFR'S
INSTRUCTIONS.
VARIES
SDWS27300SS @6" OC
PER IAPMO ER-192 PLATE
TO (E) CHORD
11 2"
SDWS27600SS @ 6" OC PER IAPMO ER-192
PLATE TO (E) CHORD
(2) 2X8 PTL TOP PL
2x8 PTL CONT. SILL PLATE
SDWS27600SS @ 6" OC PER IAPMO
ER-192 PLATE TO (E) CHORD
2x NAILER
2x NAILER
EXISTING BOARD
NOTE:
CLIENT TO PROVIDE
INFORMATION REGARDING
ROOFING MATERIAL SUCH AS
MANUFACTURER, MODEL
NUMBER, COLOR, ETC.
12 PARTIAL SKYLIGHT SIDE ELEVATION AND GABLE END ELEVATIONSCALE: 1"=1'-0" 90% CONSTRUCTION DOCUMENTS
20 SEISMIC DESIGN DATA
WIND DESIGN DATA
BASIC WIND SPEED 92 MPH
RISK CATEGORY II
EXPOSURE CATEGORY B
BUILDING CODE
2022 CALIFORNIA BUILDING CODE (CBC), TITLE 24 C.C.R.
GRAVITY DESIGN LOADS
SKYLIGHT DEAD LOAD 9.50 PSF
ROOF LIVE LOAD 20.0 PSF
SEISMIC DESIGN CATEGORY E
SITE CLASS
LATITUDE
LONGITUDE
RISK CATEGORY
IMPORTANCE FACTOR - Ie
SPECTRAL RESPONSE ACCELERATION - SS
SPECTRAL RESPONSE ACCELERATION - S1
SPECTRAL RESPONSE COEFFICIENT - SDS
SPECTRAL RESPONSE COEFFICIENT - SD1
DESIGN CRITERIA
II
1.0 34.43°
-119.82°
D-DEFAULT
2.308
0.813
1.846
1.38 ROOF DEAD LOAD 12.0 PSF
GENERAL
1. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY.
2. DETAILS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN A MANNER SIMILAR TO THE DETAILS THAT ARE SHOWN FOR LIKE CONDITIONS. THESE ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AS SOON AS POSSIBLE FOR HIS APPROVAL. APPROVAL SHALL BE OBTAINED PRIOR TO INSTALLATION.
3. REPORT APPARENT DISCREPANCIES ON DRAWINGS TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.
4. REPORT ANY DIFFERENCE BETWEEN THE EXISTING CONSTRUCTION AS OBSERVED IN THE FIELD
AND AS SHOWN ON THE DRAWINGS TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.
5. CONSTRUCT THIS WORK IN COMPLIANCE WITH THE 2022 CALIFORNIA BUILDING CODE.
6. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND COORDINATING ALL DIMENSIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR, AND SHALL INSTALL, ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS IN ITS COMPLETED FORM.
8. THE GENERAL CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO MAINTAIN A SAFE CONSTRUCTION PROJECT.
9. COMPLY WITH THE RULES AND REGULATIONS OF THE INDUSTRIAL SAFETY COMMISION OF THE STATE OF CALIFORNIA FOR SAFETY, SCAFFOLDING, AND SHORING.
10. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE SUPERVISION OF THE CONSTRUCTION
WORK TO INSURE THAT IS IS BUILT IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. THE STRUCTURAL ENGINEER WILL PROVIDE ONLY PERIODIC OBSERVATION OF THE WORK.
11. BIDDERS MUST VISIT THE BUILDING SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A PROJECT COMPLETE IN EVERY DETAIL AND READY FOR OCCUPANCY. DISCREPANCIES OR DELETIONS MUST
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE THE BID DATE FOR CORRECTION.
12. MAKE AND KEEP CURRENT A SET OF "RECORD DRAWINGS" SHOWING EXACT DIMENSIONED LOCATIONS OF UNDERGGROUND UTILITIES, STUB OUTS, CONSTRUCTION CHANGES, ETC.
13. THE STRUCTURAL ENGINEERING SERVICES PERFORMED FOR THIS PROJECT HAVE BEEN DONE
USING THAT DEGREE OF CARE, AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR
CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS PRACTICING IN THIS OR SIMILAR LOCALITIES. THE WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EITHER EXPRESSED OR IMPLIED.
14. (E) DESIGNATES "EXISTING" AND (N) DESIGNATES "NEW."
15. REPAIR DAMAGE DONE TO THE EXISTING CONSTRUCTION DURING THE COURSE OF THIS WORK AT THE CONTRACTOR'S OWN EXPENSE WITH NO ADDITIONAL COST TO THE OWNER.
16. IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE, THE ALTERATIONS MADE TO THE
STRUCTURE HAVE BEEN DONE IN SUCH A MANNER AS TO NOT CAUSE THE STRUCTURE TO BECOME UNSAFE OR OVERLOADED. ALL NEW WORK HAS BEEN DONE IN A MANNER AS REQUIRED FOR NEW STRUCTURES. NO ATTEMPT HAS BEEN MADE TO BRING THE EXISTING STRUCTURE INTO COMPLIANCE WITH THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE.
NOTIFICATION
NOTIFY THE STRUCTURAL ENGINEER AT THE FOLLOWING TIMES:
1. AT START OF CONSTRUCTION.
2. AFTER EXISTING CONSTRUCTION HAS BEEN EXPOSED AND PRIOR TO THE INSTALLATION OF NEW SKYLIGHT.
3. WHEN SKYLIGHT INSTALLATION IS COMPLETED.
ROUGH CARPENTRY
1. MATERIAL SPECIFICATIONS:
• DIMENSION LUMBER
• ROOF JOISTS, RAFTERS DOUG. FIR-LARCH, NO.1, Fb = 1000 PSI (KILN DRY) • CEILING JOISTS DOUG. FIR-LARCH, NO.1, Fb = 1000 PSI (KILN DRY) • EXTERIOR & LOAD-BEARING STUDS DOUG. FIR-LARCH, NO.1, F b = 1000 PSI (KILN DRY) • NON-LOAD BEARING STUDS DOUG. FIR-LARCH, NO.1, Fb = 1000 PSI (KILN DRY) • BLKG, FURRING DOUG. FIR-LARCH, NO.1, F b = 1000 PSI (KILN DRY) • TIMBER
• 5-INCH (NOM) SIZE AND LARGER DOUG. FIR-LARCH, NO.1, F b = 1350 PSI (KILN DRY) • ENGINEERED WOOD PRODUCTS
• LAMINATED-VENEER LUMBER (LVL) F b = 2600 PSI, 1.9E
• PARALLEL-STRAND LUMBER (PSL) F b = 2900 PSI, 2.0E
• SHEATHING
• PLYWOOD STRUCT I (SEE NOTE BELOW)
• FASTENERS
• BOLTS ASTM A-307
• LAG BOLTS ASME B18.2.1
• NAILS ASTM F-1667 (COMMON SIZE)
• METAL FRAMING ANCHORS SIMPSON STRONG-TIE OR APPROVED EQUAL
2. PROVIDE LUMBER GRADE STAMPED "S-DRY".
3. PLYWOOD: DOUGLAS FIR OR SOUTHERN PINE "STRUCTURAL I", INTERIOR TYPE, CD GRADE WITH EXTERIOR GLUE. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL, AND CONFORM TO PS 1.
4. PROVIDE HOT-DIPPED GALVANIZED NAILS AT PRESSURE-PRESERVATIVE TREATED SILL PLATE NAILING, INCLUDING STUD TOE NAILING AND SHEAR PANEL NAILING.
5. SEE NAILING SCHEDULE FOR CONNECTION REQUIREMENTS, U.N.O.
6. DRILL BOLT HOLES 1/16" LARGER THAN THE BOLT NOMINAL DIAMETER.
7. INSTALL STANDARD CUT WASHERS UNDER HEAD AND NUT OF BOLTS. SEE WASHER SCHEDULE FOR SIZES.
8. RE-TIGHTEN BOLTED CONNECTIONS, ANCHOR BOLTS, AND HOLDOWNS IMMEDIATELY BEFORE CLOSING IN.
9. SEE TYPICAL DETAIL FOR ALLOWABLE NOTCHES AND DRILLED HOLES THROUGH STUDS AND JOISTS.
10. EXAMINE EXISTING FRAMING FOR EVIDENCE OF TERMITE, DRY ROT, AND OTHER WOOD-DESTROYING ORGANISMS. REPORT DETERIORATION TO THE STRUCTURAL ENGINEER FOR REPAIR INSTRUCTIONS.
11. SCREW LAG BOLTS INTO PLACE. DRILL LEAD AND SHANK HOLES PER TYPICAL DETAIL.
12. PROVIDE ZINC-COATED OR HOT-DIPPED GALVANIZED ANCHOR BOLTS, SILL BOLTS, HD BOLTS.
ABBREVIATIONS
AB ANCHOR BOLT
ADD'L ADDITIONAL
AESS ARCH'L EXPOSED STRUCT STEEL
AFF ABOVE FINISH FLOOR
ARCH ARCHITECT
ARCH'L ARCHITECTURAL
(B) BOTTOM
BLK BLOCK
BLK'G
BLOCKING
BM BEAM
BN BOUNDARY NAILING
BO BOTTOM OF
BOT BOTTOM
BS BOTH SIDES
BTWN
BETWEEN
CJ CEILING JOIST or CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT
CONTINUOUS
CONX CONNECTION
CTR CENTER
CTSK COUNTERSINK
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DET DETAIL
DF
DOUGLAS FIR
DIA (∅) DIAMETER
DIAG DIAGONAL
DO
DITTO (REPEAT INDICATED MEMBER)
DIM DIMENSION
DWG DRAWING
(E) EXISTING
EA EACH
EF EACH FACE
ELEV ELEVATION
EN EDGE NAILING
EQ EQUAL
EXP EXPANSION
EXT
EXTERIOR
EW EACH WAY
FFE FINISH FLOOR ELEVATION
FHWS FLAT HEAD WOOD SCREW
FIN FINISH
FJ FLOOR JOIST
FLR FLOOR
FLG FLANGE
FN FIELD NAILING
FOB FACE OF BLOCK
FOC FACE OF CONCRETE
F.O. PLY FACE OF PLYWOOD
FOS FACE OF STUD
FS FAR SIDE
FT FOOT OR FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLUE-LAM BEAM
GR GRADE
GRTG GRATING
HAS HEADED ANCHOR STUD
HOR HORIZONTAL
HP HIGH POINT
HS HIGH STRENGTH
HSB HIGH STRENGTH BOLT
HSS HOLLOW STRUCTURAL SECTION
HT HEIGHT
INT INTERIOR
JST JOIST
JT JOINT
KD KILN DRIED
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LLO LONG LEG OUTSTANDING
LOC'S LOCATIONS
LP LOW POINT
LTWT LIGHT WEIGHT
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
ML MICRO-LAM BEAM
MECH MECHANICAL
MIN MINIMUM
MTL METAL
(N) NEW
NIC NOT IN CONTRACT
NO (#) NUMBER
NS NEAR SIDE
O/ OVER
O.C. ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
PERP PERPENDICULAR
PJP PARTIAL JOINT PENETRATION
PLATE
PLYWD PLYWOOD
PNL PANEL
PR PAIR
PSL PARALLEL STRAND LUMBER
PT POINT
PTDF PRESSURE TREATED DOUGLAS FIR
RAD RADIUS
REINF REINFORCED or REINFORCING
REQ'D REQUIRED
RET RETURN
REV REVISION
RFS RIPPED FOR SLOPE
RGH ROUGH
RR ROOF RAFTER
RWD RED WOOD
S4S SURFACED (4) SIDES
S.A.D. SEE ARCHITECTURAL DRAWINGS
SCH SCHEDULE
SCR SCREW
SECT SECTION
SC SLIP CRITICAL
SHT'G SHEATHING
SHT SHEET
SIM SIMILAR
SLH SHORT LEG HORIZONTAL
SLV SHORT LEG VERTICAL
SLRS SEISMIC LOAD RESISTING SYSTEM
SMS SHEET METAL SCREW
SN SILL NAILING
SPEC SPECIFICATIONS
SPC STANDARD PIPE COLUMN
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
STS SELF TAPPING SCREW
SYM SYMMETRICAL
(T) TOP
TSG TAPERED STEEL GIRDER
TEMP TEMPERATURE
THK THICK
T&G TONGUE AND GROOVE
T&B TOP AND BOTTOM
TN TOE NAILING
TOB TOP OF BLOCK
TOC TOP OF CONCRETE
TOP
TOP OF PARAPET
T.O. PLY TOP OF PLYWOOD
T.O. SLAB TOP OF SLAB
T.O. STL TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
VERT VERTICAL
VOL VOLUME
WT WEIGHT
W/ WITH
W/O WITHOUT
WP WORKING POINT
WD WOODLSL LAMINATED STRAND LUMBER
CL
PL
S.O.G. CONCRETE SLAB ON GRADE
9/30/26
No. 4313JEFF
HAIGHT
Exp.
LSTR
C T U RA
U
RETSIGER
ORP
ENGINEER
ED
NAL
FES
STATE OF A LI FORNIA
C
SIO
REY E.
LICENSED ARCH TI ECT
ETATS
OF CALIFORNIA
VARADO
LAE.
SA
RO
SHEET ISSUE DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
CONSULTANTS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
C-29353
REN. 09-30-27
CONSULTANT STAMP
6 802 EAST COTA STREET, SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
AGENCY APPROVAL:
5 4 3 2 1
A
B
C
B
A
A
B
C
D
E
6 5 4 3 2 1
ORIGINAL ISSUE DATE:
10/7/2025 10:56:47 AM C:\Users\aswoboda\Documents\Revit_temp\25075.01_GOLETA_SKYLIGHT_S24_aswoboda5JDGP.rvt S-101
GENERAL NOTES
09/23/2025
25075.01AS
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six ENGINEERS
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
1616 Anacapa Street,
Santa Barbara, CA 93101
TEL (805) 563-5444
GOLETA VALLEY COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
CITY OF GOLETA
130 CREMONA DRIVE
GOLETA, CA 93117
XX-XXXXXXXXXBLDG#
09/23/2025
STRUCTURAL SHEET INDEX
SHEET # SHEET NAME
S-101 GENERAL NOTES
S-201 ROOF FRAMING PLAN & DETAILS
STRUCTURAL SHEETS TOTAL: 2
NO. DATE DESCRIPTION
10/07/2025
90% CONSTRUCTION DOCUMENTS
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
21 4.15
A.1
B
36'-2"
V.I.F.
62'-3"
V.I.F.
2 1
3 3
3 3
3 3
3 7
6 6
6 6
6 6
5 5
5 5
5 5
5 5
5 5
5 5
5 5
TYP
1 7'-7" TYP.
1 1
3 S-201
14 A701
1. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, GUTTERS, VENTS, DRAINS, ETC. AND AND DIMENSIONS NOT SHOWN.
2. FRAMING IS NEW UNLESS NOTED AS EXISTING (E). EXISTING STRUCTURE INCLUDED ONLY FOR REFERENCE AND SHALL REMAIN IN PLACE UNO.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT OPENINGS, EQUIPMENT OPENINGS, EQUIPMENT SIZE AND LOCATION.
4. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MECHANICAL UNITS.
5. LVL INDICATES LAMINATED VENEER LUMBER SUCH AS MICROLLAM BY TRUSS JOIST.
FRAMING PLAN NOTES
(E) 4x4 DF#1 SW END POST
(E) 1/2" PLAN SHEATHING, V.I.F., PROVIDE 15/32" PLYWOOD SHEATHING W/ MIN. 3x BLOCKING U.N.O. & 10d NAILS @ 2 1/2" O.C. (B.N.) & 3" O.C. (E.N.) (E) BOWSTRING TRUSS
NOT USED
(E) (2)-3x6 DF #1 CONT. CHORD MEMBERS SISTERED TYP. WITH (E) PURLINS,
PROVIDE BLOCKING PER PLAN
OPENING FOR SKYLIGHT INSTALLATION. MAX WEIGHT = 4050 LB ANCHORED TO
CURB PER
(E) 2x6 PURLINS @ 16" O.C., TYP. AT ALL BOWSTING TRUSSES 2 1
3 4
5 ROOF FRAMING KEYNOTES
6 7
2 S-201
FRAMING PLAN LEGEND
COLUMN AS NOTED
(N) SKYLIGHT
BEAM AS NOTED
KEY PLAN
AREA OF WORK
(E) CONT CORD
MEMBERS PER PLAN
(E) PURLINS PER PLAN
(E) BOWSTRING TRUSS PER PLAN
(E) SHEATHING PER PLAN
8" MIN.
8-1/4"x8" MIN CURB CUT FROM
10x10, PRESSURE TREATED
CL OF CLAMP, STL PL , WOOD SHIM & WOOD SCREW
EQ EQ
(2) CONT PL 3/8"x4x45'-4" (1) EA.
SIDE OF SKYLIGHT. VERIFY WITH
MANUFACTURER W/ 1/2" PRE-
DRILLED HOLES TO ALLOW THE
SCREW INSTALLATION WITH
LAYOUT PER
9/16" THICK MIN. CONT
WOOD SHIM PRESSURE
TREATED AS NEEDED
(2 1/2" WIDTH)
NOTE:
1. SCREW LAYOUT PER
2. CONT. PLATE SPLICE DETAIL PER
4 S-201
5 S-201
8 1/4"
4 S-201
1 1/2" MIN.
SIMPSON-SDWS27600SS
PER IAPMO ER-192. STL
PL TO WOOD SHIM AND
WOOD CURB & W/ LAY
OUT PER
SIMPSON-SDWS271200SS PER
IAPMO ER-192 STAGGERED @
6" O.C. CHORDS TO CURB
4 S-201
1 1/2"
8-1/4"
SKYLIGHT PER MANUFACTURER,
PER 2/A701 & IAPMO-ER074
(E) CONT CHORD MEMBERS PER
PLAN EACH SIDE OF OPENING
(E) BOWSTRING
TRUSS PER PLAN
MOUNTING
BRACKET PER
MANUFACTURER
(E) SHEATHING
PER PLAN
(E) PURLINS
PER PLAN
CL OF CURB
CL OF CURB
S-201
2 MIN.
3"
MIN.
3"
MIN.
3"
MIN.
3"
3'-6" MAX
MAX SPACING PER MANUFACTURER
0 "
CL OF CLAMPS CL OF CLAMPS
CLAMPS PER
MANUFACTURER
OPENING
CONT PL ABOVE
WOOD SHIM
CONT CURBCONT WOOD SHIM ABOVE
CURB AND BELOW STL PL
WOOD SCREW
12" MAX.
CL OF WOOD
SCREW,
WOOD SHIM &
STL PL
END OF CURB
6" TYP.
6"
CONT. PL PER PLAN
CJP
CONT. PL PER PLAN
9/30/26
No. 4313JEFF
HAIGHT
Exp.
LSTR
C T U RA
U
RETSIGER
ORP
ENGINEER
ED
NAL
FES
STATE OF A LI FORNIA
C
SIO
REY E.
LICENSED ARCH TI ECT
ETATS
OF CALIFORNIA
VARADO
LAE.
SA
RO
SHEET ISSUE DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
CONSULTANTS
PROJECT OWNER & TITLE
SHEET NO.
#
DATE PLOTTED: FILE LOCATION:
C-29353
REN. 09-30-27
CONSULTANT STAMP
6 802 EAST COTA STREET, SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
AGENCY APPROVAL:
5 4 3 2 1
A
B
C
B
A
A
B
C
D
E
6 5 4 3 2 1
ORIGINAL ISSUE DATE:
10/7/2025 10:56:47 AM C:\Users\aswoboda\Documents\Revit_temp\25075.01_GOLETA_SKYLIGHT_S24_aswoboda5JDGP.rvt S-201
ROOF FRAMING PLAN
& DETAILS
11/05/14
25075.01AS
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six ENGINEERS
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
1616 Anacapa Street,
Santa Barbara, CA 93101
TEL (805) 563-5444
GOLETA VALLEY COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
CITY OF GOLETA
130 CREMONA DRIVE
GOLETA, CA 93117
XX-XXXXXXXXXBLDG#
09/23/2025
3/16" = 1'-0" 1ROOF FRAMING PLAN
12'8'4'0
3/16" = 1'
PROJECT
NORTH
1 1/2" = 1'-0" 2SKYLIGHT CURB
1" = 1'-0" 3SKYLIGHT SECTION
3/4" = 1'-0" 4TYP SCREW LAYOUT
1/2" = 1'-0" 5CONT. PLATE SPLICE
NO. DATE DESCRIPTION
10/07/2025
90% CONSTRUCTION DOCUMENTS
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
22 ELECTRICAL SYMBOLS
LIGHTING
SEE LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION
A
LED(LETTER DESIGNATION REFERS TO FIXTURE TYPE
AS SPECIFIED IN THE LIGHT FIXTURE SCHEDULE)
RECESSED DOWNLIGHT
SURFACE MOUNTED
SURFACE, WALL MOUNTED
PENDANT MOUNTED
TRACK WITH TRACK HEADS
STRIP
<EXIT
EXIT>
<EXIT
EXIT SIGN(SINGLE OR DOUBLE FACED WITH DIRECTIONAL
ARROWS AS SHOWN)
MOUNT AT +44" TO C UNLESS OTHERWISE NOTED
SWITCHES & CONTROLS
L
(PROVIDE 3/4"CO INTO ACCESIBLE CEILING SPACE, UON)
MOUNT AT +18" TO C UNLESS OTHERWISE NOTED
WALL MOUNTED RECEPTACLES
TELEPHONE AND/OR COMMUNICATIONS
CATV AND/OR VIDEO
DOUBLE DUPLEX
20A DUPLEX, HORIZONTALLY MOUNTED
20A DUPLEX, VERTICALLY MOUNTED
L
V
NON-STANDARD OUTLET
(SEE PLANS FOR NEMA CONFIGURATION)
STUBBED AND CAPPED
BELOW GRADE OR FLOOR
CONDUIT & WIRE
ALL WIRE SHALL BE #12 THWN CU UON
(4) #12 + ground MAX. IN 1/2" CONDUIT
(8) #12 + ground MAX. IN 3/4" CONDUIT
(16) #12 + ground MAX. IN 1" CONDUIT
PLUGMOLD, WIREMOLD G20GBAX12
WIREMOLD G4000
P
llll llll llll llll
llll llll
llll
FLOOR OUTLETS
AND SPECIFICATIONS)
(OUTLETS SHALL BE FLUSH, RECESSED, OR PEDESTAL
TYPE, AND SHALL BE AS SPECIFIED IN THE PLANS
MISC. OUTLETS & EQUIPMENT
TEL/COMM
20A DUPLEX
D
K
T
S
S
D
P
S
S
2 S
4 3
S
S
S
DERATING FOR MULTIGANG INSTALLATIONS)
THE LOAD THEY CONTROL, INCLUDING REQUIRED
(RATED FOR THE LAMP TYPES AND WATTAGE OF
WALLBOX DIMMER
KEY OPERATED
DOOR OPERATED
WITH PILOT LIGHT
TIMER
SINGLE POLE
4-WAY
3-WAY
TWO POLE
(SPST)
(DPDT)
(SPDT)
(DPST)
20A HALF SWITCHED DUPLEX RECEPTACLE
LOCATE, AS REQ'D FOR REFRIGERATOR
DIRECTED BY ARCHITECT)
(MOUNTING HEIGHT, AS
(NEMA 3R IF ENCLOSURE)
OUTLET MOUNTED IN WIREMOLD
UNLESS OTHERWISE NOTED
EXISTING, RELOCATED TO NEW POSITION
TYP
TW
REL
WT
WM
WP
UON
WALL TELEPHONE
WEATHERPROOF
TYPICAL
TANDEM WIRED
(LIGHT FIXTURE TO BE LEFT ON 24-HOURS A DAY)
(LIGHT FIXTURE SHALL BE WIRED HOT)
(MOUNT ABOVE COUNTER SPLASH, BUT NOT ABOVE
+48" TO TOP OF BOX, AS DIRECTED BY ARCHITECT)
(WITH PULL CORD)
MAXIMUM FUSE SIZE
MAIN CIRCUIT BREAKER
MINIMUM CIRCUIT AMPS
AUTHORITY HAVING JURISDICTION
GROUND FAULT INTERRUPTING
CONNECT, AS REQ'D TO GARBAGE DISPOSAL
EXISTING, TO BE REMOVED
EXISTING, TO REMAIN
AHJ
dns
AC
CO
FLA
EXR
EX
MCA
GWS
GFI
GD
NL
MLO
MFS
MCB
REF
NIGHT LIGHT
MAIN LUGS ONLY
GANG WITH SWITCH
FULL LOAD AMPS
DO NOT SWITCH
ABOVE COUNTER
CONDUIT ONLY
LETTER DESIGNATIONS
(IN NEMA 1 ENCLOSURE UON)
(+44" STANDARD UON)
FIRE ALARM SMOKE DETECTOR
FIRE ALARM HEAT DETECTOR
FIRE ALARM SMOKE/CO DETECTOR
PHOTOCELL
OCCUPANCY SENSOR
FIRE ALARM VISUAL
FIRE ALARM AUDIO/VISUAL
VOLUME CONTROL SWITCH
FIRE ALARM PULL STATION
FIRE ALARM HORN
FIRE ALARM CHIME
RELAY OR CONTACTOR
MANUAL MOTOR STARTER
SPEAKER
TRANSFORMER
MOTOR
JUNCTION BOX
DISCONNECT SWITCH
THERMOSTAT
TIME SWITCH
T
PC
OS
S
C
S
C
V
H
V
M S
R
T
J
DOORBELL
B
MUTILITY OR TENANT METER, INCLUDING
SOCKET AND ALL REQUIRED ACCESSORIES
UTILITY METER SOCKET AND BLANK COVER
FOR FUTURE METER
OS(CEILING OR WALL MOUNTED)
S
CO
ADA OUTLET HEIGHT REQUIREMENTS
PER CBC 11B-308.1, ALL POWER, LOW VOLTAGE, AND SWITCH CONTROLS SHALL BE LOCATED AS FOLLOWS:
·MINIMUM HEIGHT AFF SHALL BE +15" TO BOTTOM OF OUTLET BOX. ·MAXIMUM HEIGHT WITHOUT OBSTRUCTION SHALL BE +48" AFF TO TOP OF OUTLET BOX. ·MAXIMUM HEIGHT WITH 20"-25" OBSTRUCTION, FORWARD APPROACH SHALL BE +44" TO TOP OF OUTLET BOX. ·MAXIMUM HEIGHT WITH 1"-24" OBSTRUCTION, SIDE APPROACH SHALL BE +46" TO TOP OF OUTLET BOX.
KPLOW VOLTAGE/WIRELESS KEYPAD
20A DUPLEX, W/USB PORTS*
PROVIDE ALL ELECTRICAL WORK, AND MATERIALS AS SHOWN ON THE DRAWINGS, AS CALLED FOR HEREIN, AND AS IS NECESSARY TO FURNISH A COMPLETE INSTALLATION.
THE INSTALLATION SHALL CONFORM TO ALL THE REQUIREMENTS OF THE CURRENTLY ADOPTED CALIFORNIA ELECTRICAL CODE, STATE OF CALIFORNIA TITLE 24, ALL OTHER APPLICABLE CODES AND ORDINANCES, AND THE REQUIREMENTS OF THE FIRE MARSHALL. ALL EQUIPMENT AND WIRING SHALL
BEAR THE APPROVAL STAMP OF UNDERWRITERS' LABORATORY (UL) OR AN APPROVED TESTING LABORATORY. PAYMENT FOR ALL INSPECTION FEES AND PERMITS ARE PART OF THIS CONTRACT.
THIS CONTRACT SHALL BE RESPONSIBLE FOR THE SAFETY, AND GOOD CONDITION, OF ALL MATERIALS AND EQUIPMENT FOR THE ENTIRE INSTALLATION, AND UNIT COMPLETION OF WORK. ERECT AND MAINTAIN APPROVED AND SUITABLE BARRIERS, PROTECTIVE DEVICES, AND WARINNG SIGNS. BE FULLY
RESPONSIBLE FOR ANY LOSS OR INJURY TO PERSONS OR PROPERTY RESULTING FROM NEGLIGENT MAINTENANCE AND/OR ENFORCEMENT OF ALL SAFETY PRECAUTIONS AND WARNINGS.
COORDINATE THE ELECTRICAL INSTALLATION WITH ALL OTHER TRADES.
RACEWAYS FOR ALL CONDUCTORS IN EXPOSED AREAS LESS THAN 5'-0" ABOVE GRADE SHALL BE GALVANIZED STEEL CONDUIT OR PVC SCHEDULE 80, AS PERMITTED BY BUILDING CONSTRUCTION TYPE.
UNDERGROUND CONDUITS SHALL BE BURIED A MINIMUM OF 24" BELOW GRADE, AND MAY BE PVC SCHEDULE 40. ALL CONDUIT RISERS FROM UNDERGROUND RUNS SHALL BE PVC SCHEDULE 80 OR RIGID GALVANIZED STEEL. RACEWAYS IN ALL CONCEALED AREAS MAY BE TYPE EMT. FLEXIBLE STEEL CONDUIT MAY BE USED IN CONCEALED AREAS, UP TO A MAXIMUM LENGTH OF 12'-0", IF A SUITABLE BONDING WIRE IS INSTALLED. THIS BONDING CONDUCTOR SHALL BE IN ADDITION TO THE REQUIRED EQUIPMENT GROUNDING CONDUCTOR. CONCEALED RACEWAYS FOR LOW VOLTAGE SYSTEMS WITHIN BUILDING CONSTRUCTION MAY BE EQUAL TO CARLON TYPE "EFT". ALL EMPTY CONDUITS SHALL HAVE A SUITABLE PULLCORD INSTALLED. A SUITABLE GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL LINE VOLTAGE CONDUIT RUNS. NOTE THAT THIS CONDUCTOR IS NOT NECESSARILY SHOWN ON THE DRAWINGS.
CONDUCTOR-IN-CONDUIT TYPE SYSTEMS, SUCH AS 'MC' CABLE SHALL NOT BE ALLOWED UNLESS SPECIFICALLY CLEARED BY THE ENGINEER. NO MORE THAN THREE NINETY DEGREE BENDS SHALL BE ALLOWED IN ANY CONDUIT RUN, BETWEEN PULL POINTS.
OUTLET AND JUNCTION BOXES SHALL BE GALVANIZED STEEL, 4" SQUARE BY 1-1/2" DEEP, OR LARGER.
THEY SHALL BE FLUSH MOUNTED IN ALL FINISHED AREAS, AND SHALL INCLUDE A PLASTER RING SUITABLE FOR THE DEVICE MOUNTED IN THE BOX. TELEPHONE AND COMMUNICATIONS OUTLETS MAY CONSIST OF
THE PLASTER RING, BUT NO BOX, WHERE NOISE TRANSMISSION FROM ONE ROOM TO THE NEXT IS NOT AN ISSUE. UNLESS OTHERWISE NOTED, CONDUIT STUBS SHALL STILL BE REQUIRED FOR ALL COMMUNICATIONS OUTLETS INTO ACCESSIBLE CEILING SPACE. ALL BOXES SHALL BE LISTED FOR THEIR USE, INCLUDING ANY FIRE RATING. ADDITIONALLY, REGARDLESS OF OUTLET LOCATIONS SHOWN ON
THESE PLANS, BOXES SHALL BE LOCATED AS REQUIRED TO COMPLY WITH NOISE AND FIRE SEPARATION REQUIREMENTS.
PROVIDE ALL CONDUIT, WIRING, OUTLETS, DISCONNECT OR MANUAL MOTOR STARTER SWITCHES, AND EQUIPMENT NECESSARY TO CONNECT MECHANICAL SYSTEMS AND EQUIPMENT. INSTALL OUTLETS AND CONTROL WIRING FOR LOW VOLTAGE CONTROL EQUIPMENT, IF REQUIRED. PROVIDE ALL REQUIRED CONDUIT FOR LOW VOLTAGE SYSTEMS.
ALL FIXTURE AND OUTLET HEIGHTS AND LOCATIONS SHALL BE INDIVIDUALLY COORDINATED WITH THE ARCHITECT.
LIGHT SWITCHES SHALL BE 20A, EQUAL TO HUBBELL #CS120 SERIES. DUPLEX RECEPTACLES SHALL BE 20A, EQUAL TO HUBBELL #CRF20 SERIES. ALL DEVICE COVERPLATES IN FINISHED AREAS SHALL BE SMOOTH PLASTIC, OR BRUSHED ALUMINUM, AS SPECIFIED BY THE ARCHITECT. ALL DEVICE COVERPLATES IN UNFINISHED AREAS MAY BE SMOOTH PLASTIC OR PRESSED STEEL, AS SPECIFIED BY THE ARCHITECT.
ALL COVERPLATES IN EXTERIOR LOCATIONS SHALL BE WEATHERPROOF. DEVICE AND COVERPLATE COLORS SHALL BE AS SPECIFIED BY THE ARCHITECT. WHERE MULTIPLE DEVICES EXIST, THEY SHALL BE GROUPED TOGETHER, AND GROUPED DEVICES SHALL BE UNDER A SINGLE COVER PLATE. DEVICES ON AN EMERGENCY OR BACKUP POWER SYSTEM SHALL BE RED IN COLOR.
ALL WIRING SHALL BE COPPER. INSULATION FOR BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE "THWN".
CONDUCTORS LARGER THAN #6 AWG MAY BE TYPE "THWN" OR "THW".
PROVIDE BRANCH CIRCUIT WIRING, OUTLETS, DEVICES, AND CONNECTIONS TO ALL EQUIPMENT.
ELECTRICAL EQUIPMENT AND MATERIAL SHALL BE LISTED, LABELED, AND INSTALLED PER A RECOGNIZED ELECTRICAL TESTING LABORATORY.
STEEL, LIQUID-TIGHT, FLEXIBLE CONDUITS ARE REQUIRED FOR MOTOR CONNECTIONS, CONNECTIONS TO LIQUID-HANDLING EQUIPMENT, AND CONNECTIONS IN WET OR EXTERIOR LOCATIONS.
PROVIDE CONDUIT SEALS FOR ALL CONDUITS PENETRATING WEATHERPROOFING OR WEATHERPROOF ENCLOSURE ENVELOPE. MASTIC SEAL ALL CONDUIT OPENING PENETRATIONS COMPLETELY WATERTIGHT.
UNLESS SHOWN OTHERWISE, FUSED DISCONNECT SWITCHES SHALL BE PROVIDED WITH LOW-PEAK, DUAL ELEMENT FUSES SIZED TO EQUIPMENT NAMEPLATE FUSE CURRENT RATING. MANUAL MOTOR STARTERS SHALL BE PROVIDED WITH SIMILARLY SIZED FUSIBLE ELEMENTS. SWITCHES EXPOSED TO THE WEATHER SHALL BE TYPE NEMA 3R. ALL MOTOR DISCONNECTING MEANS SHALL BE HORSEPOWER RATED, BASED ON UNIT SERVED.
PROVIDE ALL MATERIALS AND WORK REQUIRED TO LOCATE, AND CONNECT TO, EXISTING DISTRIBUTION EQUIPMENT. UPDATE EXISTING PANELBOARDS WITH NEW TYPEWRITTEN CIRCUIT DIRECTORIES, AND FURNISH NEW CIRCUIT BREAKERS AS REQUIRED. EXISTING CIRCUIT DESCRIPTIONS IN EXISTING PANEL
DIRECTORIES SHALL BE USED FOR EXISTING CIRCUITS TO REMAIN IF THEY ARE MORE DETAILED THAN THE PANEL SCHEDULES SHOWN IN THESE PLANS. RECONNECT ANY BRANCH CIRCUITS INTERRUPTED DURING DEMOLITION THAT ARE TO REMAIN. PANELBOARD CIRCUIT DIRECTORIES SHALL INCLUDE WHERE THE PANEL IS FED FROM.
RE-USE OF EXISTING BRANCH CIRCUIT CONDUITS AND WIRING IS ACCEPTABLE IF IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, AND APPROVED BY THE AHJ.
INFORMATION SHOWN WAS OBTAINED FROM "AS-BUILT" DRAWINGS. VISIT THE SITE PRIOR TO BID TO VERIFY EXISTING CONDITIONS, AND MAKE ALLOWANCE FOR VARIATIONS TO THAT WHICH IS SHOWN. (5) COPIES OF SUBMITTAL DRAWINGS ARE REQUIRED FOR CONTROL STATION, LIGHT FIXTURES, DEVICES, AND COVERPLATES. SUBSTITUTIONS MAY BE APPROVED BY THE ENGINEER IF THE SUBMITTAL SHOWS A REASONABLE BENEFIT TO THE OWNER. NO PRIOR APPROVAL FOR SUBSTITUTIONS SHALL BE GIVEN BEFORE SUBMITTALS. AS SUCH, BID COMPARISONS MUST BE MADE BASED ON SPECIFIED EQUIPMENT. THE ENGINEER RESERVES THE RIGHT TO REJECT SUBMITTALS BASED ON INCOMPLETENESS OF THE SUBMITTAL, AS WELL AS NOT MEETING THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
SUBMITTALS MUST BE PROVIDED FOR SPECIFIED EQUIPMENT, AS WELL AS ANY SUBSTITUTIONS.
THE ELECTRICAL DRAWINGS SHALL BE TREATED AS DIAGRAMMATIC IN NATURE. THEY SHALL NOT BE USED TO DETERMINE EXACT DIMENSIONS OR LOCATIONS FOR ANY DEVICE. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR COORDINATING WITH ARCHITECTURAL ELEMENTS AND PLANS, OTHER DISCIPLINES, THE ARCHITECT, AND OWNER, FOR ALL LOCATIONS, BEFORE COMPLETING ANY WORK. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS IN RELOCATING ANY DEVICE OR CONNECTION INSTALLED IN THE WRONG LOCATION. THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR COORDINATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONTROL PROGRAMMING, TO ACHIEVE A WORKING SYSTEM TO THE SATISFACTION OF THE PLANS, ENGINEER, AND OWNER. REQUIRED PROGRAMMING INFORMATION MAY NOT BE FULLY SHOWN IN THE CONTRACT DOCUMENTS. THAT DOES
NOT RELEASE THE CONTRACTOR FROM ADJUSTING/PROGRAMMING THE CONTROLS TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR COORDINATION.
ELECTRICAL SPECIFICATION NOTES
70A MLO, 100A BUSSING
120/240V, 1Ø3W
SQUARE D TYPE QO 12-24PANEL "W"
MOUNTING: SURFACE
20020/120/1 360RECEPTS LIGHTS
--15/1180 COFFEE AREA RECEPT
HAND DRYERS
CEF-1,2,3
400
150
WCC 320 MOTOR CONTROLLER #2
IWH-1
44 30/1
150
SPACE
IWH-240/1---
2400--
3600--
3.97 3.517.48
0.05 7.53
31 ØB
CONNECTED LOAD
DESCRIPTION/LOCATIONBREAKER ØA ØB
CIRCUIT
2 1
10 12
9 11
5 7
3 6
8 4
BREAKER
CIRCUIT
NUMBER
CIRCUIT
ØALCL & LML
TOTAL AMPS
TOTAL kVA
kVA CONN.
DESCRIPTION/LOCATION
EXISTING
LONG CONTINUOUS LOAD (LCL) OR LARGEST MOTOR LOAD (LML)*
EXISTING BREAKER WITH NEW LOAD
PROVIDE CIRCUIT BREAKER LOCK-ON DEVICE AND RED HANDLED BREAKER
NEW BREAKER IN EXISTING SPACE, OR REPLACING EXISTING BREAKER
GFI TYPE BREAKER
ISOLATED GROUND CIRCUIT
(WOMENS RR)
(GFI AT VANITY)
(WOMENS RR/STUFF)
(WOMENS RR)
(COFFEE BAR)
*
SPARE
---
20/1WCC 320 MOTOR CONTROLLER #1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
9.29.25 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
100% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
90% CONSTRUCTION DOCUMENTS
23 POWER PLAN
SCALE: 1/8" = 1'-0"
N
WOMEN'S
RESTROOM
TOOL ROOM
CHILDREN'S
RESTROOM
DINING
ROOM
KITCHEN
STORAGEBUILDING
MAINTENANCE
UTILITY
ll
ll
W-6
W-8
TO MC-1
TO MC-1
TO MC-1
TO MC-2
TO MC-2
TO MC-2
3 1
TO MC-1
TO MC-1
TO MC-1
TO MC-2
TO MC-2
TO MC-2
3 3
4 4
4 4
4 4
4 4
CONTROL STATION CONCEPT
NTSNOTE: WE NEED 2 OF THESE
NEXT TO EACH OTHER.
J
J 2
(EX) PANEL "W"
9.29.25 SHEET NOTES LEGEND
1PROVIDE DUPLEX RECEPTACLE FOR NEW MOTOR CONTROLLER. COORDINATE ALL LOCATIONS WITH OWNER/ARCHITECT FOR AN ACCESSIBLE CONNECTION.
PROVIDE NEW LOW VOLTAGE CONTROL KEY LOCKED STATION FOR EACH CONTROLLER.
PROVIDE 3/4" C WITH LOW VOLTAGE CONDUCTORS, AS DIRECTED BY SUPPLIER, BACK TO CONTROLLERS. EACH CONTROL STATION SHALL BE A KEYED DOUBLE MOMENTARY CONTACT
TYPE STATION EQUAL TO CROWN DOORS (FINISH CHOSEN BY OWNER) OR EQUAL BY PASS & SEYMORE OR HUBBELL WITH CUSTOM COVER PLATE. SEE PHOTO BELOW. AS DIRECTED BY OWNER.
PROVIDE ALL REQUIRED CONNECTIONS TO VENTING MOTOR. THIS MOTOR IS TO BE INTERLOCKED WITH MOTOR CONTROLLER TO OPERATE IN TANDEM. PROVIDE ALL REQUIRED
CONDUIT AND WIRING BETWEEN VENTING MOTOR AND MOTOR CONTROLLER UNIT FOR CONTROLS. ALL CONDUIT PENETRATIONS SHALL BE COMPLETELY SEALED WATERTIGHT.
COORDINATE ALL WORK WITH MANUFACTURERS INSTALLATION INSTRUCTIONS.
PROVIDE ALL LOW VOLTAGE WIRING TO NEW SHADING SYSTEM. COORDINATE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. COORDINATE EXACT LOCATION OF MOTOR WITH OWNER/ARCHITECT BEFORE INSTALLATION.
2 3
4 25075.01
JUNE 12, 2025
JOB NUMBER:
SHEET TITLE
DRAWN BY:
THE ARCHITECT DOES NOT REPRESENT THAT THESE
PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY
SITE OTHER THAN THE ONE FOR WHICH THEY WERE
SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS
IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER
SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
PROJECT OWNER & TITLE
SHEET NO.
#
CONSULTANT STAMP
654321
A
B
C
B
A
A
B
C
D
E
654321
ORIGINAL ISSUE DATE:
XX
100% CONSTRUCTION DOCUMENTS
CITY OF GOLETA
130 CREMONA DRIVE,
GOLETA, CA 93117
NO.DATEDESCRIPTION
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
2 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
C-29353
E S
ATE
S
R
T L
ECI
NN.
R
C
FO
F
LA
I
O
C
72 AIN T
H
A
DE
RC
I
ET
03 9
V
A
E.
L
ARAD
SOR
O
0 A
S T R U C T U R A L E N G I N E E R
E L E C T R I C A L E N G I N E E R
19six Engineers
1119 Garden St,
Santa Barbara, CA 93101
TEL (805) 963-1955
Alan Noelle Engineering
Alan Noelle
1616 Anacapa Street
Santa Barbara, CA 93101
TEL (805) 563-5444
CONSULTANTS
802 EAST COTA STREET. SUITE A
SANTA BARBARA, CA 93103
TEL (805) 963-1955
GOLETA
COMMUNITY
CENTER
5679 HOLLISTER AVE,
GOLETA, CA 93117
BIDDERS TO REVIEW SYSTEM TECHNICAL DOCUMENTATION BEFORE BID, AND INCLUDE ALL REQUIRED WORK TO PROPERLY CONNECT THE SYSTEM. THIS SHALL INCLUDE ALL LOW VOLTAGE WIRING AND CONNECTIONS.
WHERE SUBJECT TO PHYSICAL DAMAGE OR EXPOSED, LOW VOLTAGE WIRING SHALL BE RUN IN CONDUIT. USE EMT FOR ALL EXPOSED RUNS. CONCEALED RUNS MAY BE FLEXIBLE METAL CONDUIT (OR TYPE MC). MULTIPLE RUNS OF CABLES MAY BE INCLUDED IN A SINGLE CONDUIT. CONFIRM ALL EXPOSED CONDUIT RUNS WITH OWNER, IN THE FIELD BEFORE ROUGH-IN.
COORDINATE WITH OWNER FOR THE EXACT LOCATION OF WALL MOUNTED CONTROL
STATIONS, BEFORE ROUGH-IN
90% CONSTRUCTION DOCUMENTS
24