Agenda, first session — Monte Sereno City Council, November 19, 2024 (part 2 of 2)

SECTION 16180 _ PANELBOARDS

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
Refer to the General Conditions, Supplementary General Conditions, and Division I General Requirements.

1.02 DESCRIPTION
A. Work included in this Section: panelboards.

B. Related work included in other Sections:

1. Basic Construction Materials and Methods: Section 16020 2 Grounding: Section 16040

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to all work in this Section.

1.04 SUBMITTALS
Manufacturer's Literature describing the product and shop drawings.

2.00 PRODUCTS

2.01 GENERAL CLASSIFICATION
A. Manufacturers: General Electric Company Catalog numbers are used to identify type of equipment specified. Equivalent products by Gould, Cutler-Hammer, IEM are acceptable.

B. Branch Circuit Panels:
120/240 volt

2.02 BRANCH CIRCUIT PANELBOARDS
A. Cabinet: Construct cabinet with code gauge steel. Provide minimum 20" wide cabinets, and extra wiring space where incoming feed_through or parallel lines are shown. Provide as a minimum NEC Code required wire bending clearance.

B. Panels located adjacent to each other shall have identically sized enclosures and trims.

C. Finish: Finish exposed parts with one coat of primer and one coat of light gray enamel suitable for overpainting in field if desired.

D. Bus Bars

1. Bus bars shall be sized in accordance with U.L. temperature rise requirements and shall be as a minimum plated copper.

2. Provide all hardware for future breakers, identified on drawings as SPACES, or for the full length of usable bus, whichever is longer.

3. Provide minimum 1/2 capacity ground bus with full complement of terminals in addition to insulated neutral bus. Provide insulated ground bus where shown on panel schedule.

E. Circuit Breakers

1. 120/240 Volt Branch Circuit Panelboards: Quick_make, quick_ break, molded case plug_in type designed for 120/240volt, single phase, three wire service with minimum 10,000 amperes rms short circuit rating. Provide higher value if called for on the panel schedule.

2. Provide multi_pole units with common trip elements.

3. Breakers shall have center_tripped position in addition of the ON and OFF positions.

F. Nameplate
Provide screwed_on (no adhesives) engraved bakelite nameplate identification on outside of each panel showing panel designation voltage and phase in minimum 1/4" high letters.

G. Circuit Directory
Provide a metal_framed circuit directory on inside of inner door, with plastic protector. Completed panel shall have typewritten circuit directory listing all circuits connected. Circuit identification shall match the panel schedules shown on the drawings.

3.00 EXECUTION

3.01 CLEARANCES
Minimum code required clearances around panelboards must be maintained.

3.02 MOUNTING HEIGHT
Mount panelboards with center of top circuit breaker handle no higher than 6'_6" above finished floor. Mount flush mounted panelboards as indicated on architectural interior elevation drawings.

3.03 MOUNTING HARDWARE
Provide all necessary blocking, channels and other hardware for securing panelboards to wall, column or other parts of building structure.

END OF SECTION
SECTION 16070 _ LIGHTING

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
A. Refer to the General Conditions, Supplementary General Conditions and Division 1 _ General Requirements.

B. All lighting fixtures and ballast shall be certified to be in compliance with the California Administrative code, Title 24, Section 2_5314(b) minimum efficiency requirements.

1.02 DESCRIPTION
A. Work included in this Section:

1. Lighting fixtures and installation.

2. Lighting control by remote low voltage relays.

3. Lighting controls as shown on the drawings.

B. Related work included in other Sections:

1. Basic Construction Materials and Methods: Section 16020

2. Grounding: Section 16040

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to all work in this Section.

1.04 SUBMITTALS
A. Shop drawings and/or manufacturer's literature describing product.

B. Submittal shall include all control devices.

2.00 PRODUCT

2.01 GENERAL
A. Fixtures are designated on drawings by means of CAPITAL letters. See drawings for fixture description and type of lamp required.

B. Switching in indicated by lower case letters or wire connectors.

2.02 U.L. APPROVAL
A. Each lighting fixture shall have U.L. label for the location the fixture is installed.

B. All other materials shall be U.L. approved.

2.03 LAMPS
A. LED

2.04 FIXTURE HANGERS AND SUPPORTS
A. Provide swivel canopy or ball aligner for stem_mounted fixtures.

B. Provide proper supports and mounting accessories, such as hangers, stems, yokes, plaster frames, etc., for each lighting fixture as required by the type of ceiling installed. See architectural drawings for ceiling construction and coordinate.

2.05 GROUNDING
LED fixtures shall have factory installed grounding studs.

3.00 EXECUTION

3.01 GENERAL
A. Provide and install all fixtures complete, including lamps, and ready for service.

B. Verify ceiling type and conditions and order fixtures for proper application required by the type of ceiling installed.

C. Architectural ceiling plans shall be used to determine exact locations of lighting fixtures and ceiling construction. Electrical drawings are diagrammatic only.

D. Determine exact location and height of fixtures by the structural and mechanical limitations of the building. Install fixtures in such a manner as to avoid such obstructions and to give proper illumination result. Verify layouts with Architect.

E. All recessed lighting fixtures shall be wired from adjacent junction boxes utilizing flexible metal conduit (less than 6') to permit future fixture relocation. Outlet box for surface or stem mounted fixtures shall be provided with fixture stud as well as tapped and drilled canopy covers. All outlets shall finish flush with walls or ceilings except where in ceiling tiles, locate these in the center of a tile or at the intersection of four tiles.

F. All LED fixtures shall be supported from the building structural members or from bridging attached to the structural members. Provide all necessary blocking and hardware so that fixtures hang true, square, plumb and in proper alignment.

G. Four foot long fixture body: By a pair of 3/8" machine bolts separated by a maximum distance possible and located four inches in from each end of fixture _ total of 4 bolts per fixture.

H. Contractor shall remove all dust and dirt on the fixtures and fixture lens after the construction clean up is complete and after the Owner is substantially moved in the facility.

END OF SECTION

Page 81 of 134 ends

22'-6" SIDE
SETBACK 128'-10"
58'-10" 136'-10" 133'-10"
52'-0" 72'-10" 3'-10"
25'-0" 7'-3" 35'-0"
2'-6"
10'-8" MSP 30'-0" 30'-0"
15'-0"
16'-10" 23'-1" 72'-2"
33'-5"
11'-1"
MSP
UM

INV ACD BAT
JB
3'-0" 18'-7" 6'-8"
2'-8" 31'-0"
2'-10" 3'-3" 6'-11" 1'-9"
1'-6" 13'-10"
3'-4"
REVISIONS: BY: MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.com [email protected] MONTE SERENO COMMUNITY CENTER DATE:

SHEET SIZE

SHEET NUMBER
ARCH_D
24" X 36" SOLAR PHOTOVOLTAIC
PV-1.0 APN:- 410-17-095
8/14/2024 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030

VICINITY MAP
SCALE: NTS

ROOF OUTLINE
SCALE: NTS

SYSTEM LAYOUT
SCALE: 3/16" = 1'-0"

ATTACHMENT PLAN
SCALE: 3/16" = 1'-0"
NOTES:

NOTES:

AHJ:- SANTA CLARA COUNTY SITE LAYOUT

1. CONDUCTORS NORMALLY USED TO CARRY CURRENT SHALL BE OF COPPER. FOR ALUMINUM AND COPPER-CLAD ALUMINUM #6 AWG AND LARGER, SEE SEC. 310.15 CEC.

EXCEPTION: ALUMINUM CONDUCTORS SMALLER THAN #6 AWG MAY BE USED

PROVIDED THE METHOD OF CONNECTION IS APPROVED IN ADVANCE BY THE BUILDING OFFICIAL AND THE INSTALLATION IS MADE UNDER CONTINUOUS SPECIAL INSPECTION.

2. 250.53(A)(2). SUPPLEMENTAL ELECTRODE REQUIRED. A SINGLE ROD, PIPE, OR PLATE

ELECTRODE SHALL BE SUPPLEMENTED BY AN ADDITIONAL ELECTRODE OF A TYPE SPECIFIED IN 250.52(A)(2) THROUGH (A)(8). THE SUPPLEMENTAL ELECTRODE SHALL BE PERMITTED TO BE BONDED TO ONE OF THE FOLLOWING:

A. ROD, PIPE, OR PLATE ELECTRODE
B. GROUNDING ELECTRODE CONDUCTOR
C. GROUNDED SERVICE-ENTRANCE CONDUCTOR
D. NONFLEXIBLE GROUNDED SERVICE RACEWAY
E. ANY GROUNDED SERVICE ENCLOSURE
EXCEPTION: IF A SINGLE ROD, PIPE, OR PLATE GROUNDING ELECTRODE HAS A RESISTANCE TO EARTH OF 25 OHM OR LESS THE SUPPLEMENTAL ELECTRODE SHALL NOT BE REQUIRED.

F. SUPPLEMENTAL ELECTRODE, IF MULTIPLE ROD, PIPE, OR PLATE ELECTRODES ARE

INSTALLED TO MEET THE REQUIREMENTS OF THIS SECTION THEY SHALL NOT BE LESS THAN 1.8 M (6 FT) APART.

3. A SMOKE DETECTOR, APPROVED AND LISTED BY THE STATE FIRE MARSHAL, SHALL BE

INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDS $1,000.00. A BATTERY POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENTS FOR A SMOKE DETECTOR. (R314.6.2 CRC)

4. PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS; (R314.3 CRC)
A. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.

B. IN EACH ROOM USED FOR SLEEPING PURPOSES.

C. IN EACH STORY, INCLUDING BASEMENTS. IN SPLIT LEVEL UNITS WITHOUT AN

INTERVENING DOOR BETWEEN ADJACENT
D. ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS.

E. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP.

F. APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE. LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL

SUFFICE PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.

5. A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING

DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES FOR

WHICH A PERMIT IS ISSUED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING $1,000.00. LISTED SINGLE- OR MULTI-STATION CARBON MONOXIDE ALARMS SHALL BE

INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY

OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE

ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXCEPT IT

IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS

DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC. SHOW ON THE PLANS. (R315 CRC)

6. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE.

7. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS, A SUCCESSFUL INSPECTION IS NOT OBTAINED WITHIN 180 DAYS, OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS.

PERMITS WHICH HAVE BECOME INVALID SHALL PAY A RENEWAL FEE OF 50% OF THE

ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS BEEN EXPIRED FOR UP TO ONE (1) YEAR. WHEN A PERMIT HAS BEEN EXPIRED FOR A PERIOD IN EXCESS OF ONE (1) YEAR, THE RENEWAL FEE SHALL BE 100% OF THE ORIGINAL PERMIT FEE.

8. THE CONTRACTOR SHALL PROVIDE A WRITTEN LETTER TO THE BUILDING INSPECTOR

STATING THAT ALL INACCESSIBLE STRUCTURAL CONNECTIONS HAVE BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROVED PLANS.

MODULE HANWHA QCELLS Q.PEAK DUO BLK
ML-G10+ 410W MODULES
MODULE DIMENSIONS 74.0"x 41.1"x1.26" MODULE WEIGHT 48.5 LBS (22.0 KG) TOTAL ARRAY AREA SQ.FT. 422.40
TOTAL ROOF AREA SQ.FT 1414.77

ROOF TYPE ASPHALT SHINGLES

RISK CATEGORY II
MAX DISTRIBUTED LOAD 0 PSF
ROOF COVERAGE % 29.86
WIND SPEED (ASCE 7-16) 91 MPH, 3 SEC GUST

WIND EXPOSURE C
4 5
1 2

ROOF ARRAY

TILT (DEG)

AZIMUTH
(DEG)

PV AREA
(SQ. FT)
NO. OF

MODS MOUNT TYPE ROOF ATTACHMENT RAFTER
SIZE
RAFTER

SPACING

ATTACHMENT

SPACING
MAX. RAIL

OVERHANG
#1 18° 128° 211.20 10 ASPHALT SHINGLES IRONRIDGE FLASHFOOT2 2"X8" 20" O.C. 60" O.C. 1'-9" #2 18° 218° 211.20 10 ASPHALT SHINGLES IRONRIDGE FLASHFOOT2 2"X8" 20" O.C. 60" O.C. 1'-9"

ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL
COMPLY WITH THE FOLLOWING APPLICABLE CODES: · 2022 CBC
· 2022 CRC
· 2022 CEC
· 2022 CMC
· 2022 CPC
· 2022 CFC
· 2022 CENC
· 2022 CGB
· 2022 MCC

1. ALL WORK TO COMPLY WITH CEC ARTICLE 690.

2. UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV SYSTEM.

3. REMOVAL OF A UTILITY-INTERACTIVE INVERTER OR OTHER

EQUIPMENT SHALL NOT DISCONNECT THE BUILDING

CONNECTION BETWEEN THE GROUNDING ELECTRODE

CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT
GROUNDED CONDUCTOR.

4. ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A
RECOGNIZED TESTING AGENCY.

5. WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AT 25°C; WIRE SHALL BE WET RATED AT 90°C.

6. EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF
WILL BE USE-2 OR PV TYPE WIRE.

7. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE

RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS (CEC
314.15).

8. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED
AND ELECTRICALLY CONTINUOUS (CEC 250.90, 250.96).

9. FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND

OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT

PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND

FAULT, INDICATES THAT FAULT HAS OCCURRED, AND

AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES

THE INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER
TO OUTPUT CIRCUITS.

10. ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE

CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS
WITHIN LISTED EQUIPMENT (CEC 250.64C).

11. ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE
PROTECTED FROM ANY PHYSICAL DAMAGE.

12. ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES

LOCATED BEHIND MODULES SHALL BE ACCESSIBLE DIRECTLY OR

BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE
FASTENERS.

13. FOR GROUNDED SYSTEMS, THE INVERTER IS EQUIPPED WITH

GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR

GROUND FAULT INDICATION

14. WHEN BACKFED BREAKER IS THE METHOD OF UTILITY
INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND
LOAD"

15. THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF

16. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS
LESS THAN 45 LBS

17. AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT.

18. THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL

EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL
BE MAINTAINED IN ACCORDANCE WITH CEC 110.26

19. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741

COMPLIANT

20. SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE

REQUIRED TO BE RETROFITTED ONTO THE EXISTING DWELLING
AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO

BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST
ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE

ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH
BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE.

THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE

PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF
INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME;

OTHERWISE, THE ALARMS MUST BE HARD WIRED AND
INTERCONNECTED. (CRC R314, R315).

21. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER
CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD.

22. WHEN APPLYING THE 120% RULE OF CEC 705.12(B) , THE SOLAR

BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(B)

23. PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL

NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED.
(62) IRONRIDGE FLASHFOOT2
ATTACHMENTS @16" & 64" O.C.

BILL OF MATERIALS
EQUIPMENT QTY. DESCRIPTION

SOLAR PV
MODULE
20 HANWHA QCELLS Q.PEAK DUO BLK
ML-G10+ 410W MODULES
INVERTER 1 SOL-ARK 15K-2P-N INVERTER

JUNCTION
BOX
1 4"X4"X4" JUNCTION BOX PVC JCT

BOX W/CVR
AC

DISCONNECT
1 200A FUSED AC DISCONNECT WITH
120A FUSE, NEMA 3R, 120/240V, 1Ø
BATTERY 2

5.12 KWH BATTERIES IN (1) BATTERY
CABINET. (19.375"x12.75"x37.75") 10

KWH TOTAL
ATTACHMENT 56
IRONRIDGE FLASHFOOT2

ATTACHMENTS
RAILS 18
14'-0" IRONRIDGE XR-100 RACKING
SYSTEM
RAIL SPLICE 12 RAIL SPLICE
MID CLAMPS 28 MID CLAMPS
END CLAMPS 24 END CLAMPS

GROUNDING
LUG
6 WEEB LUG

INDEX SHEET
PV-1.0 SITE LAYOUT
PV-2.0 ELECTRICAL DETAILS
PV-3.0+ SPECIFICATION SHEET
SCALE: 1/16" = 1'-0"
(N) SOL-ARK 15K-2P-N INVERTER
(N) MAIN SERVICE PANEL,
200A RATED, 240V
(N) AC DISCONNECT

ARRAY AREA

ROOF ARRAY TILT
(DEG)

AZIMUTH
(DEG)

PV AREA
(Sq. Ft.)
# OF

MODULES
#1 18° 128° 211.20 10
#2 18° 218° 211.20 10
MODULE (20) HANWHA QCELLS
Q.PEAK DUO BLK ML-G10+ 410W MODULES
MODULE DIMENSIONS 74.0"x 41.1"x1.26" MODULE WEIGHT 48.5 LBS (22.0 KG) TOTAL ARRAY AREA SQ.FT. 422.40

ROOF TYPE ASPHALT SHINGLES
NO. OF STORY 1
(N) IRONRIDGE XR-100

RACKING SYSTEM
(N) 3/4" EMT

CONDUIT RUN
3 SITE PLAN
(E) UTILITY METER (N) (2) STORZ 5.12 kWh. IN
(1) BATTERY CABINET.

19.375"x12.75"x37.75"
(N) JUNCTION BOX
ROOF ARRAY#1
(10) HANWHA QCELLS Q.PEAK DUO BLK
ML-G10+ 410W MODULES

PROPERTY LINE
(N) MAIN SERVICE
PANEL, 200A
RATED, 240V
SARATOGA-LOS GATOS RD.

SCOPE OF WORK

INSTALLATION OF GRID-TIED SOLAR PHOTOVOLTAIC SYSTEM
20 HANWHA QCELLS Q.PEAK DUO BLK ML-G10+ 410W MODULES
1 SOL-ARK 15K-2P-N INVERTER
1 (N) 150A MAIN BREAKER WITH 200A BUS BAR
2 (N) STORZ 5.12kWh BATTERIES
SYSTEM NAME PLATE POWER 8.20 KW DC
SYSTEM AC POWER 15.00 KW AC

CONSTRUCTION TYPE V-B SPRINKLERED
OCCUPANCY TYPE A-3
ZONE R-1-8
LOT SIZE 26,395 SF OR 0.61 ACRES
BUILDING HEIGHT 1-STORY
PER YEAR PROJECTED OUTPUT 13,094 KWH'S

LOAD BEARING WALL
3'-0" FIRE SETBACK
1'-6" FIRE SETBACK
ARRAY #1
2"X8" RAFTERS @ 16" O.C. ROSE AVE.
(E) MONTE SERENO CITY HALL
(NO WORK EXCEPT EXTERIOR PAINT)
ROOF ARRAY#2
(10) HANWHA QCELLS Q.PEAK DUO BLK
ML-G10+ 410W MODULES
(N) ACCESSIBLE

PARKING SPACE

NO PARKING
(R) COMMUNITY
CENTER
STRING #1 ARRAY #2
ARRAY #1
STRING #2
STRING #3
ARRAY #2
(N) HEAT PUMP
(E) EV CHARGER

RELOCATED

REPAINT STRIPING

FOR STANDARD

PARKING SPACE
(E) ACCESSIBLE

CURB RAMP
(E) ACCESSIBLE PARKING

SPACE TO REMAIN
(N) BOLLARDS & WHEEL STOPS

AT EACH PARKING SPACE
(E) TREE (TYP.)

PROPERTY STBACK
(N) DRIVEWAY

Page 82 of 134 ends

MSP UM

INV ACD BAT
REVISIONS: BY: MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.com [email protected] MONTE SERENO COMMUNITY CENTER DATE:

SHEET SIZE

SHEET NUMBER
ARCH_D
24" X 36" SOLAR PHOTOVOLTAIC
PV-2.0 APN:- 410-17-095
8/14/2024 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 SIGNAGE REQUIREMENTS: · RED BACKGROUND
· WHITE LETTERING
· MINIMUM 3/8" LETTER HEIGHT
· ALL CAPITAL LETTERS
· AERIAL OR SIMILAR FONT, NON-BOLD
· REFLECTIVE WEATHER RESISTANT

MATERIAL SUITABLE FOR THE

ENVIRONMENT (DURABLE ADHESIVE

MATERIALS MUST MEET THIS

REQUIREMENT)
ADDITIONAL NOTE:

ADHESIVE FASTENED SIGNS: · THE LABEL SHALL BE SUITABLE FOR

THE ENVIRONMENT WHERE IT IS
INSTALLED. · WHERE REQUIRED ELSEWHERE IN

THIS CODE, ALL FIELD APPLIED

LABELS, WARNINGS, AND MARKINGS
SHOULD COMPLY WITH ANSI Z535.4
[CEC 110.21(B) FIELD MARKING]. · ADHESIVE FASTENED SIGNS MAY BE

ACCEPTABLE IF PROPERLY
ADHERED. VINYL SIGNS SHALL BE

WEATHER RESISTANT
LABEL LOCATION:

MAIN SERVICE PANEL

POWER TO THIS BUILDING IS ALSO

SUPPLIED FROM THE FOLLOWING

SOURCES WITH DISCONNECTS AS
SHOWN
CAUTION: PHOTOVOLTAIC SYSTEM

EQUIPPED WITH RAPID

SHUTDOWN
LABEL LOCATION:

WEATHER RESISTANT MATERIAL, DURABLE PLAQUE, UL969 AS

STANDARD TO WEATHER RATING (UL
LISTING OF MARKINGS NOT REQUIRED), MIN 3
8" LETTER HEIGHT ARIAL OR SIMILAR FONT NON-BOLD,

PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON THE

OUTSIDE OF THE COVER WHEN
DISCONNECT IS OPERABLE WITH SERVICE PANEL CLOSED. (PER
CODE: CEC690.12, 690.56(C))
LABEL LOCATION:

AC DISCONNECT, POINT OF

INTERCONNECTION
PER CODE: CEC 2022
LABEL LOCATION:

CONDUIT, COMBINER BOX
PER CODE: CEC 2022
WARNING: PHOTOVOLTAIC

POWER SOURCE

WARNING

ELECTRIC SHOCK HAZARD
LABEL LOCATION:

AC DISCONNECT, POINT OF INTERCONNECTION
PER CODE: CEC 2022

DO NOT TOUCH TERMINALS

TERMINALS ON BOTH LINE AND LOAD

SIDES MAY BE ENERGIZED IN THE OPEN

POSITION

PHOTOVOLTAIC SYSTEM AC DISCONNECT
RATED AC OPERATING CURRENT 62.50 AMPS
AC NOMINAL OPERATING VOLTAGE 240 VOLTS

WARNING

INVERTER OUTPUT CONNECTION DO NOT

RELOCATE THIS OVERCURRENT DEVICE
LABEL LOCATION:

POINT OF INTERCONNECTION
PER CODE: CEC 2022
[Not required if panelboard is rated not less than sum of ampere ratings of all overcurrent devices supplying it]
!
LABEL LOCATION:

POINT OF INTERCONNECTION
PER CODE: CEC 2022

WARNING DUAL POWER SOURCE

SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
!

TURN RAPID

SHUTDOWN SWITCH
TO THE "OFF"

POSITION TO

SHUTDOWN PV

SYSTEM AND REDUCE

SHOCK HAZARD IN

THE ARRAY

SOLAR PV SYSTEM

EQUIPPED WITH RAPID

SHUTDOWN
SOLAR

ELECTRIC PV
PANELS
6" 3.5"
LABEL LOCATION:

SERVICE DISCONNECTING MEANS
PER CODE: CEC 2022 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 ELECTRICAL DETAILS

UTILITY METER AC DISCONNECT

SOLAR PANEL ON ROOF
SYSTEM SIZE:- 8.20 KW DC & 15.00 KW AC &10.00 KWh
20 HANWHA QCELLS Q.PEAK DUO BLK ML-G10+ 410W MODULES
1 SOL-ARK 15K-2P-N INVERTER
2 STORZ 5.12kWh BATTERIES
2 STRINGS OF 07 MODULES CONNECTED TO MPPT #1.
1 STRING OF 06 MODULES CONNECTED TO MPPT #2.

LABEL LOCATION:

COMBINER BOX
PER CODE: CEC 2022
INVERTER #1

PHOTOVOLTAIC DC DISCONNECT
317.59

33.60 263.48
RATED MAXIMUM POWER-POINT CURRENT:

RATED MAXIMUM POWER-POINT VOLTAGE:

MAXIMUM SYSTEM VOLTAGE:

MAXIMUM SHORT CIRCUIT CURRENT:

32.67 ADC
VDC
VDC
ADC

INVERTER

PERCENT OF VALUES NUMBER OF CURRENT

CARRYING CONDUCTORS IN EMT

0.80 4-6

0.70 7-9

0.50 10-20

ELECTRICAL NOTES
1 ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND
LABELED FOR ITS APPLICATION.
2 ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND
90 DEGREE C WET ENVIRONMENT.
3 WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS

SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE
AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY.
4 WORKING CLEARANCES AROUND ALL NEW AND EXISTING
ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5 DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF
SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY

OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO
FULFILL APPLICABLE CODES AND STANDARDS.
6 WHERE SIZES OF JUNCTION BOX, RACEWAYS, AND

CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL
SIZE THEM ACCORDINGLY.
7 ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY
LABELED AND READILY VISIBLE.
8 MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN

MODULE FRAME AND MODULE SUPPORT RAIL, PER THE
GROUNDING CLIP MANUFACTURER'S INSTRUCTION.
9 MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS
COPPER G.E.C.VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN
LUG.
10 THE POLARITY OF THE GROUNDED CONDUCTORS IS
NEGATIVE .

INVERTER SPECIFICATIONS

MANUFACTURER
MODEL #

NOMINAL AC POWER

NOMINAL OUTPUT VOLTAGE

NOMINAL OUTPUT CURRENT

SOL-ARK
MODULE CHARACTERISTICS - HANWHA QCELLS Q.PEAK
DUO BLK ML-G10+ 410W
MAX POWER (PMAX) @ STC 410 W
OPEN CIRCUIT VOLTAGE (VOC) 45.37 V
SHORT CIRCUIT VOLATAGE (ISC) 11.20 A
MAX POWER VOLTAGE (VMP) 37.64 V
MAX POWER CURRENT (IMP) 10.89 A
SERIES FUSE RATING 20 A
15K-2P-N

62.5A
240A

15.0KW

MAIN SERVICE PANEL
(2) STORZ BATTERIES

PV MODULES
SEE (2/PV-2) FOR

ENLARGED VIEW
SCALE: NTS

ATTACHMENT DETAIL
SCALE: NTS
2 ENLARGED VIEW

PV MODULES
(E) ASPHALT SHINGLES ROOF
IRONRIDGE XR-100

RACKING SYSTEM

IRONRIDGE INTEGRATED

GROUNDING & END/MID CLAMP
ALUMN. "L" BRACKET
W/3/8" SS BOLT & NUT
IRONRIDGE FLASHFOOT2

ATTACHMENTS
2"X8" RAFTERS @16" O.C.
(E) ASPHALT SHINGLES ROOF
BOLT LAG 5/16 X 4.75"
1 MID CLAMP
2"X8" RAFTERS @16" O.C. SARATOGA-LOS GATOS RD.

ROSE AVE.

ROOF

JUNCTION BOX,
600 V, NEMA 3
UL LISTED (E) 200A MAIN

SERVICE PANEL
15K-2P-N 208V
MAX. EFFIC. 97.5%
CURRENT-62.5A
200A FUSED

AC DISCONNECT WITH
200A FUSES,
NEMA 3R, 120/240V, 1Ø
(2) 5 KWH

BATTERIES IN
(1) BATTERY CABINET
(19.375"X12.75"X37.75")
10 KWH TOTAL

BI-DIRECTIONAL
UTILITY METER 200A
120/240V
1-PHASE,3-WIRE

UTILITY
M
150A PANEL A
150A/2P
150A/2P
2 3
=
=
=
=
=
=
=
=
1 2 3
=
=
=
=
=
=
=
=
=
=
1 =
=
1 2 3
=
=
=
=
=
=
=
=
=
=

SOL-ARK
HYBRID

INVERTER

EMERGENCY

SHUTDOWN LOCATED

NEXT TO MAIN

DISCONNECT (EXTERIOR

VISIBLE) CONNECT TO

BB TERMINAL ON

SOL-ARK
5 6
6 7
1 2
4 3#1/0 PLUS 1#6

GROUND WIRE IN

1.5" CONDUIT PER

ELECTRICAL
3#1/0 PLUS 1#6

GROUND WIRE IN

1.5" CONDUIT PER

ELECTRICAL

TAG CONDUCTOR

CONDUCTOR
SIZE

NUMBER OF

CONDUCTORS

CONDUIT/CABLE

TYPE CONDUIT SIZE
1 USE-2 10 AWG 6
EGC/GEC: BARE COPPER 6 AWG 1
2 LINE: THHN/THWN2 10 AWG 6
3/4"
EGC/GEC: THHN/THWN-2 1
3 LINE: THHN/THWN2 1/0 AWG 2
NEUTRAL: THHN/THWN-2 1/0 AWG 1
EGC/GEC: THHN/THWN-2 1
8 AWG
6 AWG
EMT
EMT 3/4"

PER ELECTRICAL
4 LINE: THHN/THWN2 3 AWG 2
EGC/GEC: THHN/THWN-2 6 AWG 1
EMT 1-1/4"
1 PV SYSTEM IS UNGROUNDED.

TAG NOTES
2 MODULES ARE BONDED TO RAIL USING EVEREST INTEGRATED GROUNDING. 3 RAILS ARE BONDED USING UL 2703 RATED LAY-IN LUGS.
4 BARE COPPER TO TRANSITION TO THHN/THWN-2 VIA IRREVERSIBLE CRIMP; GEC TO BE CONTINUOUS PER CEC 250.64(C).
5 SPAN SMART PANEL FOR REMOTE LOAD MANAGEMENT & MONITORING. BREAKERS PER ELECTRICAL DIAGRAM.
6 NON-ESSENTIAL LOADS CIRCUITS. (MAIN PANEL BY OTHERS)

PER ELECTRICAL
1 2
3 4

PER ELECTRICAL

DRAWINGS

PER ELECTRICAL

DRAWINGS
6 7
5 DC CONDUCTOR AMPACITY CALCULATIONS:

ARRAY TO JUNCTION BOX

AC CONDUCTOR AMPACITY CALCULATIONS

INVERTER TO MSP
EXPECTED WIRE TEMP (In Celsius) 40 +22 = 62
TEMP. CORRECTION PER TABLE (310.16) 0.65
NO. OF CURRENT CARRYING CONDUCTORS 2 PER BRANCH
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 1.00
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.15(B)(16) 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)

11.21A

1.25 X ISC OF MODULE

DERATED AMPACITY OF CIRCUIT CONDUCTOR
TEMP. CORRECTION PER TABLE 310.15 (B)(2)(a) X 26.00A
CONDUIT FILL CORRECTION PER NEC 310.15(B)(3)(a) X
CIRCUIT CONDUCTOR AMPACITY 310.15 (B)(16)
Result should be greater than (11.21A) otherwise less the entry for circuit conductor size and ampacity
DC CONDUCTOR AMPACITY CALCULATIONS:

JUNCTION TO INVERTER
EXPECTED WIRE TEMP (In Celsius) 40 +22 = 62
TEMP. CORRECTION PER TABLE (310.16) 0.65
NO. OF CURRENT CARRYING CONDUCTORS 2 PER BRANCH
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 1.00
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.15(B)(16) 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)

11.21A

1.25 X ISC OF MODULE

Page 83 of 134 ends

REVISIONS: BY: MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.com [email protected] MONTE SERENO COMMUNITY CENTER DATE:

SHEET SIZE

SHEET NUMBER
ARCH_D
24" X 36" SOLAR PHOTOVOLTAIC
PV-3.0 APN:- 410-17-095
8/14/2024 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 SPECIFICATION SHEET Page 84 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 85 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 86 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 87 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 88 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 89 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 90 of 134 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 CCQ

Page 91 of 134 ends

Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 N/A
N/A
N/A
N/A
3/4"
2500 PSI
3000PSI

Page 92 of 134 ends

REVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

S H E E T A REMODEL/ADDITION AT: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

AS SHOWN
A-1
09/12/24

COVER SHEET
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
A-11
A-12
M0.1
M0.2
M0.3
M0.4
M2.1
P0.1
P0.2
P2.1
E2.1
E3.1
E5.1
E5.2
E5.3
PV1.0
PV 2.1
PV3.0
S-1
S-2
S-3
SD-0
SD-1
SD-2

COVER SHEET

DEMO SITE PLAN

PROPOSED SITE PLAN

AS-BUILT/DEMO FLOOR PLAN, ELEVATIONS & DEMO CALCUATIONS

OCCUPANCY LOAD & EXITING DIAGRAM

PROPOSED FLOOR PLAN

AS-BUILT/DEMO & PROPOSED ROOF PLAN

PROPOSED ELEVATIONS
CROSS SECTIONS @ ARCH. DETAILS

INTERIOR ELEVATIONS

FINISHES & FIXTURES SCHEDULES

CALGREEN CHECKLIST

MECHANICAL NOTES

ENERGY COMPLIANCE

MANDATORY MEASURES

HVAC PLAN

PLUMBING LEGENDS, SCHEDULES, NOTES & DETAILS

PLUMBING SPECIFICATIONS

PLUMBING PLANS

ELECRICAL POWER PLAN

SYMBOLS & ABBREVIATIONS, PANEL SCHEDULE

ELECTRICAL SPECIFICATIONS

SOLAR PHOTOVOLTAIC SITE LAYOUT

PHOTOVOLTAIC ROOF LAYOUT & NOTES

SOLAR PHOTOVOLTAIC SPECIFICATION SHEET

FOUNDATION PLAN

CEILING FRAMING PLAN

ROOF FRAMING PLAN

GENERAL NOTES & SPECIFICATIONS

TYPICAL FOUNDATION DETAILS

TYPICAL FRAMING DETAILS

CITY OF MONTE SERENO
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA 95030
(408) 354-7635 • WWW.CITYOFMONTESERENO.ORG
Revised 6/2023

PROJECT SUMMARY FORM
Zoning of Property:

Lot Area (acres/sq.ft.) Gross: _____________________ Net: ______________________ Average Slope of Lot if Equal to or Greater than 10%*: __________________ *If the slope is equal to or greater than 10%, include slope density formula calculations Allowable Maximum Square Footage of Main Dwelling:

FLOOR AREA Existing Sq. Ft. Proposed Sq. Ft.

First Floor
Second Floor
Basement
Garage:

Covered Porches (enclosed on
3 or more sides)
TOTAL Main Dwelling
Accessory Structure(s)
Accessory Dwelling Unit
TOTAL On Site 1 Area with a ceiling height over 15 ft. must be counted twice, staircases are counted only once.

Structural Coverage: Area and Percentage of Existing and Proposed STRUCTURAL COVERAGE Existing Proposed
Sq. Ft. % Sq. Ft. %
Footprint of main dwelling
Other structures (accessory
buildings/structures, ADU)
Covered Porches not
included in sq. ft. above
Other
TOTAL
Allowable Structural
Coverage
Square footage Percentage (%)
Impervious Coverage: Area and Percentage of Existing and Proposed Impervious Coverage Existing Proposed
Sq. Ft. % Sq. Ft. %
Total Structural Coverage
Pools and Spas
Driveways/Walkways2
Patios2
Other
TOTAL
2 Indicate separately the coverage of impervious pavement and areas of permeable pavement/pavers.

Allowable Impervious
Coverage
Square footage Percentage (%)
Proposed Grading Quantity
Cut: _______________ Fill: _______________ Export: _______________ Import: _____________

PROJECT DATA
PROJECT ADDRESS:

APN#:

ZONING:

OCCUPANCY GROUP:

CONSTRUCTION TYPE:

GROSS & NET SITE AREA:

AVERAGE SLOPE:
18041 SARATOGA-LOS GATOS ROAD
MONTE SERENO, CA 95030
410-17-095
R-1-8
EXISTING& NEW: B, SEE OCCUPANCY LOAD DIAGRAM
EXISTING& NEW: V-B, NON-SPRINKLERED,
26,055 SF
<5%
PROPOSED FLOOR AREAS:

EXISTING FLOOR AREA
EXISTING 3-SIDED COVERED AREA

TOTAL FLOOR AREA

EXISTING COVERED PORCH

EXISTING PORCH
995 SF
10 SF
1,005 SF
170 SF
151 SF
*
* PREVIOUSLY REPORTED AT 947 SF.

R-1-8
26,055 sf 26,055 sf
<10%
995
10 1,005
(COMMUNITY

CENTER ONLY)
(CITY HALL &

COMMUNITY CENTER)
3,760
1,005
5,285
520
5,285
14,114
19,399
N/A
10,422
15,633 60%
0 0 0 0

20.3 20.3

3.9 14.4

20.0 54.2

74.5 995
10 1,005
3,760
1,005
5,285
520
40%

20.3 3.9

14.4 20.0
5,285
14,114
19,399

20.3 54.2

74.5 PROJECT DIRECTORY
ARCHITECT:

KOHLSAAT & ASSOCIATES
51 UNIVERSITY AVENUE, SUITE L
LOS GATOS, CA 95030
TEL: (408) 395-2555
SURVEYOR:

HANNA-BRUNETTI
7651 EIGLEBERRY STREET
GILROY, CA 95020
TEL: (408) 842-2173

SCOPE OF WORK

THE PROJECT AIM IS TO CREATE A MULTI-PURPOSE

COMMUNITY CENTER FOR MONTE SERENO AND IT'S
RESIDENTS. THE EXISTING POST OFFICE BUILDING WILL

UNDERGO A COMPLETE RENOVATION AND FULL
COMPLIANCE WITH THE 2022 CBC ACCESSIBILITY.

MEP CONSULTANT:

MONTEREY ENERGY GROUP
227 FOREST AVENUE, SUITE 5
PACIFIC GROVE, CA 93950
TEL: (831) 372-8328
STRUCTURAL ENGINEER:
4X ENGINEERING INC.
1885 MERIDIAN AVNEUE
SAN JOSE, CA 95125
TEL: (408) 642-5462

DEFERRED SUBMITTALS
- ENCROACHMENT PERMIT FROM CAL TRANS

VICINITY MAP SHEET INDEX
SITE
NOTES

CODE COMPLIANCE
The Current Codes adopted, as amended by the City of Monte Sereno effective January 1, 2023, are 2022 California Building Code:

Part 1 California Administrative Code
Part 2 California Building Code, Volumes 1 & 2
Part 2.5 California Residential Code (NEW)
Part 3 California Electrical Code
Part 4 California Mechanical Code
Part 5 California Plumbing Code
Part 6 California Energy Code
Part 8 California Historical Building Code
Part 9 California Fire Code
Part 11 California Green Building Standards Code - CALGreen Part 12 California Referenced Standards Code
2009 International Code for Property Maintenance
2009 International Existing Building Code, Chapters 9, 14 and Appendices A1, A2, A3, A4 & A5
• A STRUCTURAL OBSERVATION LETTER FROM THE STRUCTURAL ENGINEER OF

RECORD MUST BE OBTAINED AT THE TIME OF FOUNDATION INSPECTION AS WELL AS SHEAR AND ROOF NAIL INSPECTION.
• PROJECT IS LOCATED IN THE WILDLAND URBAN INTERFACE AREA AND SHALL FULLY COMPLY WITH CRC R337, WHERE APPLICABLE.
• AN OBSERVATION LETTER WILL BE REQUIRED FROM THE GEOTECHNICAL

ENGINEER AT THE TIME OF FOUNDATION INSPECTION FOR FOOTING

EXCAVATIONS AS WELL AS OVERALL SOIL OBSERVATION PRIOR TO CONCRETE POUR.
• CONTRACTOR SHALL OBTAIN A CONNECTION PERMIT FROM THE WEST VALLEY SANITATION DISTRICT PRIOR TO ISSUANCE OF THE BUILDING PERMIT.

Option B

Page 93 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-2
09/12/24

DEMOSITE
PLAN
2 2'-
6 "
SID
E
S
ET
B
AC
K
30'-0" REAR SETBACK
1 5'-
0 "
SID
E
S
ET
B
AC
K
1 8'-
6 1
/2
"
9 0'-
6 3
/
4 "
T
O
H
Y
D
R
A
N
T
(E)F.F.=456.8
(E)F.F.=554.48

REMOVEEXISTING

DRIVEWAYPAVING

EXISTINGDRIVEWAY

PAVINGTOREMAIN

EXISTING

DRIVEWAY

PAVINGTO
REMAIN

EXISTINGENTRANCECORIDOORTOREMAIN

EXISTINGFENCE

COVEREDPORCHANDCONCRETEPAVINGTOREMAINRE

MOVEACCESSIBLE

SPACESTRIPING&SIGNAGE
(E)EVCHARGERTOREMAIN

GASMETER
TOBE

REMOVED&
CAPPED

EXISTINGSTEPSTOREMAIN

EXISTING

DRIVEWAY

PAVINGTO
REMAIN

MAILBOXTOREMAIN
(E)CONDENSORTOBEREPLACED
(E)REMOVECURBRAMP
(E)CURBRAMPTOBEREPLACEDANDVERIFIED
(E)FENCETOBEREMOVED
(E)BOLLARDSWITHINFENCE

TOBEREMOVEDANDRELOCATED

ACCESSIBLESPACESTRIPING
&SIGNAGETOBEREMOVED
(E)MONTESERENOCITYHALL
(NOWORK)
(R)COMMUNITY
CENTER
SARATOGA-LOSGATOSROAD(60')

R O S E A V E N U E
450
455
4 5
5 455
S35° 00' W 133. 85'
N53°00'W 10
.69'
S35°00'W 2
.49'
N
5 5
°
0 0
'
W
3 4
.
9 7
'N35°00'E 7
.21'
N
5 3
°
0 9
'
0 2
"
W
2 4
.
9 8
'
S35°00'W 3
.85'
N
5 3
°
0 5
'
5 8
"
W
5 2
.
0 0
'
N
5 2
°
3 6
'
2 1
"
W
7 3
.
0 0
'
N35° 00' E 128. 87'
T8-10
T8-10T
6-10T
8-12
T8-12
T6-10
T8-12
T4-4
T36-CLUSTER
T20-CLUSTER
T20-CLUSTER
T18-22
T18-20
T28-30
T4-10
T26-30
T24-24
T20-CLUSTER
T24-CLUSTER
T30-30
8T6-16
T2-4
T18-30
T6-12
T4-8
T16-20
T10-16
T24-30
T12-16
T6-10
garage
bu i l d i ng

NO PARK NI G
N
O
PA
R
KIN
G

DAORSOTAGSOL-AGOTARAS

R O S E A V E N U E
T28 3- 0
SSCO
GM
454.50
FF-TH
ElectricMeter
SSCO
SSCO
electricpanel g
asmeter
CATVEL
BX
454.46
FF-TH
454.48
FF-TH
454.48
FF-TH
WM

MAILBOX
SL

BOLLARD

BOLLARD
454.16
SSMH
454.25
FF-TH
454.24
FF-TH
456.80
FF-TH
SSCO
WV
WV
utility
ST.SIGN
WM
454.59
453.06
UTMH
SSMHNO

PARKINGSIGN
JP
ATTBX
WM
WM

58.84 S53°00' 00"E
136.81
S53°00' 00"E
N35° 00' 00"E 128.87
8 9. 4
2 54
.
2 5
54 5
457
4 .5
50 452 5.
455
453.5
453
453 5.
354
STOP
454
454.5
454

EVCHARGING

STATIONONLY
SCALE:1"=10' DEMO

SITEPLAN

Page 94 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-3
09/12/24

PROPOSED

SITEPLAN
2 2'-
6 "
SID
E
S
ET
B
AC
K
30'-0" REAR SETBACK
1 5'-
0 "
SID
E
S
ET
B
AC
K
30'-0" FRONT SETBACK
1 8'-
6 1
/2
"
9 0'-
6 3
/
4 "
T
O
H
Y
D
R
A
N
T
48"
(E)F.F.=456.8
(E)F.F.=554.48
(N)MAINPOWERPANEL
(E)MAINENTRANCE

EXISTINGACCESSIBLE

PARKINGSPACETO
REMAIN

EXISTINGACCESSIBLEPATH

OFTRAVELTOAPUBLICWAY,
SEESHEETA-5FORNOTES
(E)EVCHARGER

RELOCATEDUN

AUTHORIZEDVEHICLETOWSIGN,
SEEDETAL1/A-5
(N)BATTERYCABINET

REPAINTSTRIPINGFOR

STANDARDPARKINGSPACE

EXISTINGACCESSIBLECURBRAMP

ACCESSIBLEPATHOFTRAVEL

TOADJACENTBUILDING,
SEESHEETA-5FORNOTES

PROVIDEKEYBOX IN
ACCORDANCEWITHUL1037

FORFIREDEPARTMENTACCESS

EXISTINGSTEPSTOREMAIN
(E)MAINENTRANCE
(E)COVEREDPORCHTOREMAIN
(E)BOLLARDSRELOCATED
(N)NEWACCESSIBLESPACE
(N)ACCESSIBLEPATHTO

PUBLICRIGHTOFWAY
(N)CURBRAMP,

SEEDETAIL

NEWACCESSIBLEPARKINGSPACESTRIPING
(E)MONTESERENOCITYHALL
(NOWORK)
(R)COMMUNITY
CENTER
I A M
OBL X
SARATOGA-LOSGATOSROAD(60')

R O S E A V E N U E
CA
455
4 5
5 455
P.P.

EXISTINGCOVEREDPORCH
S35° 00' W 133. 85'
N53°00'W 10
.69'
S35°00'W 2
.49'
N
5 5
°
0 0
'
W
3 4
.
9 7
'N35°00'E 7
.21'
N
5 3
°
0 9
'
0 2
"
W
2 4
.
9 8
'
S35°00'W 3
.85'
N
5 3
°
0 5
'
5 8
"
W
5 2
.
0 0
'
N
5 2
°
3 6
'
2 1
"
W
7 3
.
0 0
'
N35° 00' E 128. 87'
T8-10
T8-10T
6-10T
8-12
T8-12
T6-10
T8-12
T4-4
T36-CLUSTER
T20-CLUSTER
T20-CLUSTER
T18-22
T18-20
T28-30
T4-10
T26-30
T24-24
T20-CLUSTER
T24-CLUSTER
T30-30
8T6-16
T2-4
T18-30
T6-12
T4-8
T16-20
T10-16
T24-30
T12-16
T6-10
garage
bu i l d i ng
N
O
PA
R
KIN
G

DAORSOTAGSOL-AGOTARAS

R O S E A V E N U E
T28 3- 0
SSCO
GM
454.50
FF-TH
ElectricMeter
SSCO
SSCO
electricpanel g
asmeter
CATVEL
BX
454.46
FF-TH
454.48
FF-TH
454.48
FF-TH
WM

MAILBOX
SL

BOLLARD

BOLLARD
454.16
SSMH
454.25
FF-TH
454.24
FF-TH
456.80
FF-TH
SSCO
WV
WV
utility
ST.SIGN
WM
454.59
453.06
UTMH
SSMHNO

PARKINGSIGN
JP
ATTBX
WM
WM

58.84 S53°00' 00"E
136.81
S53°00' 00"E
N35° 00' 00"E 128.87
8 9. 4
2 54
.
2 5
54 5
457
4 .5
50 452 5.
455
453.5
453
453 5.
354
STOP
NO

PARKING
454
454.5
454
< 5%
< 5%

NOPARKING

EVCHARGING

STATIONONLY
< 5%

EXISTINGPARKINGSPACES

NEWPARKINGSPACE

TOTALPARKINGSPACES
283
29 PARKINGSPACETABLE
SCALE:1"=10' PROPO

SEDSITEPLAN

Page 95 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-4
09/12/24

AS-BUILT/
DEMO

FLOORPLAN,

ELEVATIONS
&DEMO

CALCUATION
S

EXISTINGFOOTINGS

TOREMAIN

STAIRSTOBEREMOVED

EXISTINGRIDGEBEAMSTOREMAIN
(D)MEETING
ROOM
(D)MEETING
ROOM
(D)POSTOFFICE(D)POSTOFFICE
(D)HALF
BATH
(D)COVEREDPORCH
(E)COVEREDPORCH

WALLTOREMAIN

WALLLEGEND

WALLTOREMOVED
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
10'-1"
7'-8"

COLUMNSTOREMAIN
(E)COMP.SHINGLEROOF

TOREMAIN
(E)SKYLIGHTTOREMAIN
(D)
(D)
(D)
(D)
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE

PORCHROOFTOREMAIN
(E)COMP.SHINGLEROOFREMAIN

CONCRETESLABTOREMAIN
(E)ATTICVENTSTOREMAIN
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE

CONCRETESLABREMAIN
(E)COMP.SHINGLEROOFTOREMAIN
(E)DUTCHGABLETOREMAIN

PORCHROOFTOREMAIN
(D)(D)
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
(E)DUTCHGABLETOREMAIN
(E)COMP.SHINGLE

ROOFTOREMAIN
(E)SKYLIGHTTOREMAIN
(E)ATTICVENTSTOREMAIN
(D)
SCALE:1/4"=1'-0"

AS-BUILT/DEMOFLOORPLAN
SCALE:1/4"=1'-0"

AS-BUILT/DEMOFRONTELEVATION
SCALE:1/4"=1'-0"

AS-BUILT/DEMOLEFTELEVATION
SCALE:1/4"=1'-0"

AS-BUILT/DEMOREARELEVATION
SCALE:1/4"=1'-0"

AS-BUILT/DEMORIGHTELEVATION

Page 96 of 134 ends

REVISIONS
DATE:

SCALE:
51 U
NIV
E
RSIT
Y
AV
E."L" • L
OS G
AT
OS, C
A. • 95030 • (408) 395-2555
N
O
TE:
•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

S H E E T
A
R
E
M
O
D
E
L
/
A
D
DITIO
N
AT:

T
H
E
M
O
N
T
E
S
E
R
E
N
O
C
O
M
M
U
NIT
Y
C
E
N
T
E
R
18 0
41 S
A
R
AT
O
G
A-L
O
S
G
AT
O
S
R
O
A
D, M
O
N
T
E
S
E
R
E
N
O, C
A

AS SHOWN
A-5
09/12/24

OCCUPANCY
LOAD &

EXITING

DIAGRAM
544 sq ft
4 A-9
3 A-5
2 A-5
1 A-5
9'-0" 8'-0"
18'-
0" MIN.

MAX. OCCUPANCY

LOAD SIGN ABOVE

AT HEADER,
SIGN TO READ:

MAX. OCCUPANTS

SHALL NOT
EXCEED 49

HATCHED LINES
AT 36" O.C. MAX.

EXISTING STEPS TO REMAIN

VERIFY OR PROVIDE
IDENTIFICATION SIGN SEE DETAIL 1

EXISTING RAMP TO REMAIN,
< 1/12 SLOPE
WHITE LETTERING 12" HIGH

ADJUST DOOR LOCATION TO
PROVIDE 12" CLEAR ON LATCH

SIDE EXTERIOR WALL
S
3 5 ° 0
0 ' W 1 3
3 . 8
5 '
(E) COVERED PORCH

STORAGE
(N) MEETING ROOM
C.E.R.T.

ACCESSIBLE

ALL GENDER

RESTROOM
• AISLES SERVING AS A PORTION OF THE EXIT ACCESS IN THE MEANS OF INGRESS SYSTEM SHALL BE IN ACCORDANCE WITH 2022 CBC
1018.
• ALL PORTIONS OF THE BUILDING (OR EVERY 3,000SF) SHALL BE WITHIN 75 FEET OF A FIRE EXTINGUISHER. THE MIN. SIZE OF THE FIRE EXTINGUISHER SHALL BE 2A, 10-BC, PER CFC SECTION 906.
• EMERGENCY EXIT ILLUMINATION SHALL OPERATE ON TWO SOURCES OF POWER. SEE ELEC. PLANS.
• PROVIDE FIRE EXTINGUISHERS AT THE FOLLOWING LOCATIONS DURING DEMOLITION/CONSTRUCTION:
- AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
COMBUSTIBLE MATERIAL HAVE ACCUMULATED.
- IN EVERY STORAGE AND CONSTRUCTION SHED
- WHERE SPECIAL HAZARDS EXIST INCLUDING, BUT NOT LIMITED

TO, THE STORAGE AND USE OF FLAMMABLE AND
COMBUSTIBLE LIQUIDS.

EGRESS / FIRE NOTES
TOTAL TRAVEL DISTANCE = 43'-4"
MAX. ALLOWED = 75'
N O

ACCESSIBLE PATH OF TRAVEL NOTES P AR K I N G

CONTRACTOR TO VERIFY (E) WALKWAY & SIDEWALKS ALONG ACCESSIBLE PATH OF TRAVEL TO BE CONTINUOUSLY ACCESSIBLE, INCLUDING:
- HAVE A MAX. 0.5" CHANGE IN ELEVATION OR PROVIDE RAMPS AS REQUIRED.
- TO HAVE A MIN. OF 60" IN WIDTH.
- TO HAVE A MAX. RUNNING SLOPE OF 5%
- TO HAVE A MAX. CROSS SLOPE OF 2%
AT BUILDING ENTRANCE:
- MAX. 1/2" THRESHOLD
- DISPLAY SYMBOL OF ACCESSIBILITY
- HAVE 60" DEEP LEVEL LANDING AT ENTRANCE DOOR AT THE SAME

ELEVATION AS THE INTERIOR FLOOR LEVEL
AT ACCESSIBLE PARKING SPACES & AISLES:
- MAX. 1:48 SLOPE IN ALL DIRECTIONS

BUILDING ADDRESS
(E) OR (N), APPROVED BUILDING NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE ARE VISIBLE FROM THE ROAD FRONTING THE PROPERTY.

THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. THEY SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS WITH A MIN. 4 INCHES HIGH WITH A MIN. STROKE WIDTH OF 0.5 INCH. - SEE ELEVATION ON A-12.

PLUMBING FIXTURE CALCULATIONS
PER CPC SECTION 422.2 EXCEPTION (3), IN B AND M
OCCUPANCIES WITH A TOTAL PLUMBING OCCUPANT LOAD OF 50

OR LESS, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED.

PROVIDED: 1 RESTROOM

RAMP NOTES
ACCESSIBLE PATH OF TRAVEL:
- CROSS SLOPE SHLL NOT BE STEEPER THAN 1:48
HANDRAIL:
- SHALL BE 1.25" TO 2" GIPABLE AND UNINTERRUPTED (I.E. BY

NEWEL POSTS OR SIMILAR) HANDRAILS WHICH DO NOT ROTATE
WITHIN THEIR FITTINGS 34" TO 38" ABOVE THE NOSING OF THE TREADS
- HANDRAIL ENDS TO RETURN SMOOTHLY TO FLOOR, WALL OR
POST

NEW CONCRETE WALKWAYS NOTES
• 6" MIN THICKNESS
• 6" MIN. CLASS 2 SUB-BAS
• #4 REBARS ATR 16" O.C.
• 6' MAX. JOINT SPACING
• 3,000 PSL MIN. CONCRETE STRENGTH

NO PARKING

LANDING

EV CHARGING

STATION ONLY

OCCUPANCY LOAD CALCULATIONS

ASSEMBLY AREA
(TABLES & CHAIRS)
544 15
SF
LOAD

FACTOR OCCUPANTS

36.0 PARKING
ONLY
VAN

ACCESSIBLE

MINIMUM
FINE $250

SIGNAGE DETAILS
SCALE 3/4" : 1' - 0 "
6 0" MIN.

O
R
8 0" IF
P
E
D
E
S
T
RIA
N
P
A
T
H
P
A
S
S
E
S
B
Y
O
R
U
N
D
E
R
SIG
N
6 0" MIN.

O
R
8 4" IF
P
E
D
E
S
T
RIA
N
P
A
T
H
P
A
S
S
E
S
B
Y
O
R
U
N
D
E
R
SIG
N
MIN. 2
2"
HIG
H
MIN. 17"

INTERNATIONAL SYMBOL

OF ACCESSIBILITY PER
11B-703.7.2.1.

ADDITIONAL LANGUAGE
FOR MIN. FINE.
2" GALV. POST

ADDITIONAL

LANGUAGE WITH 'VAN

ACCESSIBLE' FOR

VAN PARKING
CONC. BASE

DISPLAY IN LETTERING
OF MIN. 1" HT.:

UNAUTHORIZED

VEHICLES PARKED IN A

DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING

PLACARDS OR SPECIAL

LICENSE PLATES ISSUED

FOR PERSONS WITH

DISABILITIES WILL BE

TOWED AWAY AT THE
OWNER'S EXPENSE.

TOWED VEHICLES MAY

BE RECLAIMED AT
_________ OR BY
TELEPHONING ______.
(BLANK SPACES SHALL

BE FILLED IN WITH

APPROPRIATE

INFORMATION AS A

PERMANENT PART OF
SIGN).

CONC. BASE
POST SIGN EITHER 1) IN

A CONSPICUOUS PLACE

AT EACH ENTRANCE TO

AN OFF-STREET

PARKING FACILITY OR
2) IMMEDIATELY

ADJACENT TO ON-SITE

ACCESSIBLE PARKING

AND VISIBLE FROM
EACH PARKING SPACE.

SIGN SHALL BE

REFLECTORIZED WITH A
MIN. AREA OF 70 SQ. IN

SIGN SHALL BE VISIBLE

FROM EACH PARKING
SPACE. SIGN SHALL BE

PERMANENTLY POSTED

EITHER IMMEDIATELY

ADJACENT TO THE

PARKING SPACE OR

WITHIN THE PROJECTED

PARKING SPACE WIDTH

AT THE HEAD END OF

THE PARKING SPACE,

OR ON A WALL AT THE

INTERIOR END OF THE
PARKING SPACE.

ACCESSIBLE

PARKING SIGN

UNAUTHORIZED

VEHICLE SIGN
F.F. F.F.
1 ACCESSIBLE SYMBOL PARKING DETAIL
SCALE 3/4" : 1' - 0 "
3 6" MIN.
36" MIN.

EQ. EQ.

BLUE BACKGROUND

WHITE SYMBOL
2" WHITE BORDER

ALIGN WITH

BOTTOM OF

PARKING SPACE
MAX. 6" FROM

CENTER OF

PARKING SPACE
2 SAFETY BOLLARD
SCALE 3/4" : 1 ' - 0 "
2'-
6 "
3'
12" MIN.

UNREINFORCED CONCRETE

ENCASEMENT

FINISH GRADE
4" DIA SS40 STEEL PIPE

CONCRETE FILLED

ROUND CONCRETE TOP DECORATIVE

BOLLARD
COVER,

BY BOLLARD

COVER USA
3 4
8" min.

AT LEAST AS WIDE AS LANDING

TRUNCATED DOMES
MAX SLOPE 1:10 MAX SLOPE 1:10
MAX SLOPE 1:12
4 SCALE: 1/2" = 1'-0"

CURB RAMP DETAIL

Page 97 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-6
09/12/24

PROPOSED

FLOORPLAN
30'-0"
2'-6"
4'-0"
6'-8"3'
2'-6"
4'-0"
6'-8"3'
S/
CM
10'-0" 10'-23/4" 9'-91/4"
33'-6"
4'-10" 30'-0" 4'-6"
33'-6"
20'-10
3/4"
12'-7
1/4"
7'-3
1/2"
AA-9AA-9
BA-9BA-9
A1.1
A1.1
A1.1
A1.1
A1.1
A1.1
A1.2
A1.4
A1.5
A1.6
A1.7
A2.3
A2.3A

4.1 A4.2A4
.3
A4.4
A5.2
A6.1
A8.1
A7.2
A8.3
A8.4
AA1.11.09
AA11.1.90
A1.3
A7.1
A5.3
A2.4
A5.1
A3.1
A1.8
A2.1
A1.6
A3.2
A1.9
A3.2
A3.2
A2.5
(E)COVEREDPORCH

WALLTOREMAIN

NEWWALL

WALLOPENINGTOBEFILLED

WALLLEGEND

KITCHENETTE

STORAGE
C.E.R.T.

MEETING
ROOM
PORCH
(E)
(E)
(E)

ACCESSIBLE

ALLGENDER

RESTROOM

SEE INTERIORELEVATIONS,FIXTURESCHEDULE,ANDPLUMBINGPLANS

WATERCLOSET
A2.1
A2.3
A3.1
A3.2
A4.1
A4.2
A4.3
A1.1
A1.2
A1.3
A1.4
A1.6
A1.5
A5.1
A5.2
A5.3
A6.1
A8.1
A7.1
A8.2
A7.2
A8.3
A2.4
A1.7
A1.8
A1.9
A8.4
A4.4
A1.10
A2.5

FIBERGLASSCASEMENTWINDOWS
FIBERGLASS,DBL.GLAZED,SEEWINDOWNOTES&ARCH

DETAILSFORCASING

SOLIDCOREENTRYDOOR

PROVIDESOLIDCOREENTRYDOOR,PROVIDEADA

COMPLIANTTHRESHOLD,SEEARCHDETAILS,&DOOR&WINDOW

NOTES,PROVIDEPHOTOELECTRICLOCKW/KEYFOBS&KEYED
LOCK
A2.0FINISHES
A3.0FENESTRATION
A4.0CABINETRY

BUILT-INCABINETS

LOWERCABINETSANDCOUNTERTOPS,SEE INTERIOR

ELEVATIONS&FINISHSCHEDULE
A1.0STRUCTURE
24"X36"ATTICACCESSHATCH,(MIN.22"X30"CLEAROPENING)

MINIMUMUNOBSTRUCTEDHEADROOM INTHEATTICSPACESHALL
BE30"ATPOINTOFENTRYMEASUREDVERTICALLYFROMTHE
BOTTOMOFCEILINGFRAMINGMEMBERS.
(N)ATTICACCESS
5/8"GYPSUMBOARD
5/8"GYPSUMBOARDSHALLBEAPPLIEDAT INDICATEDWALLS,

SEEFINISHSCHEDULE

LAVATORY
A5.0PLUMBING
A6.0APPLIANCES,FIREPLACES,ETC.

LARGESINGLESINKW/DISPOSAL

PROVIDEAIRSWITCHFORDISPOSAL,SEEPLUMBINGPLAN
FORMAX.FLOWRATES,SEEFIXTURESCHEDULEFORSPECS

PROVIDEENERGYSTARREFRIGERATOR,SEEAPPLIANCE
SCHEDULE,SEEELEC.PLANS
A7.0MECHANICAL

MAINPOWERPANEL
ELECTRICALPOWERPANELW/METER.PROVIDE INTERSYSTEM

BONDINGDEVICEATORNEARMAINELECTRICALPANEL
CONNECTEDTOUFERGROUNDCEC250.94250.52.A.3

PROVIDEHEATPUMPW/ENVIRONMENTALLYRESPONSIBLE
REFRIGERANTSANCHOREDON5"TH.CONC.PADSTHATAREA
MIN.OF3"ABOVETHEFINISHEDGRADEORLANDSCAPING,SEE

MECHANICALPLANS
A8.0ELECTRICAL
24"REFRIDGERATOR
ELEC./MECH.SPECIFICNOTES
SEEPLUMBINGPLANSFORMAX.FLOWRATES&FOR

FIXTURESPECSEEFIXTURESCHEDULE

CERAMICFLOORTILE
CERAMICFLOORTILE INBATHROOMSPERFINISHSCHEDULE.

RECESSWOODFLOORFORMORTARBEDANDTHENTHINSET,
APPLYONELAYEREACHWAYOF"REDGARD"WATERPROOF

COATINGBEFORESETTINGTILE
(E)4"NOM.STUDWALL
(E)31/2"TH.STUDWALLFROM2XSTUDS@16"O.C.
(E)6X6POST
(E)6X6POSTTOREMAIN

LVTFLOORING

SEE INTERIORFINISHESFORSPECS
STR.BEAM&KINGPOST

NEWKINGPOSTANDCELINGBEAMTOSUPPORTEXISTIGRIDGE
BEAMS,SEESTR.PLANS,WRAPPEDW/WOODFINISH,SEEARCH
DETAIL11/A-11
(E)STR.RIDGEBEAM
(E)STR.RIDGEBEAM,SEESTR.PLANS,WRAPPEDW/WOODFINISH,
SEEARCH.DETAIL11/A-11

BUILT-INGARBAGE&RECYCLINGCENTER

SEE INTERIORELEVATIONS

SUBPANEL,TOBESIZEDBYELECTRICIAN

SUBPANELPANEL

SEEPVPLANS

BATTERYSTORAGECABINET
(N)4"NOM.STUDWALL
NEW31/2"TH.STUDWALLFROM2XSTUDS@16"O.C.

VAULTEDCEILING

TOMATCHROOFSLOPE,SEECROSSSECTIONS

HEATPUMPCONDENSINGUNIT
KEYBOX
PROVIDEKEYBOX INACCORDANCEWITHUL1037FORFIRE

DEPARTMENTACCESS

PROVIDEHARDWIREDSMOKE&CARBONMONOXIDEDETECTOR

SMOKE/CARBONMONOXIDEDETECTOR

BUILT-INCABINETS

UPPERCABINETS,SEE INTERIORELEVATIONS&FINISH

SCHEDULE
(E)WROUGHT IRONCOLUMNS&RAILING
(E)WROUGH IRONPOSTSANDDECORATIVE IRONWORKTO
REMAIN
FLATCEILING@8' SEE CROSS SECTIONS

SEEMECHANICALPLANSFORSPECS

WALLMOUNTEDDUCTLESSHEATPUMP
FLATCEILING@10' SEE CROSS SECTIONS SOLID CORE INTERIO
RDOOR

SOLIDCOREDOORWITHLEVERHANDLEANDSELFCLOSER,

PROVIDEDEADBOLT

GENERALARCHITECTURALNOTES

PROTECTIONOFWOOD&WOOD

BASEDPRODUCTSAGAINSTDECAY
•ADHESIVES,SEALANTSANDCAULKSSHALLBELOWVOS
PERTABLE5.504.4.1.
•PAINTSSHALLBELOW-VOCPERTABE5.504.4.3.
•CARPETSYSTEMSHALLMEETATLEASTONEOFTHE
FOLLOWINGREQUIREMENTS:
-CARPETANDRUG INSTITUTE'SGREENLABELPLUS

PROGRAM
-COMPLIANTWITHVOC-EMISSIONLIMITSSPECIFIED INTHE

CADEPTOFPUBLIC

HEALTHSTANDARDMETHODFORTHETESTINGAND

EVALUATIONOFVOC
EMISSION.
-NSF/ANSI 140GOLDLEVELORHIGHER.
-SCIENTIFICCERTIFICATIONSSYSTEMSSUSTAINABLECHOICE
-COMPLIANTWITHCA-CHPSCRITERIA INTERPRETATIONFOR
EQ7.0ANDEQ7.1.
•RESILIENTFLOORING:80%OFTHERESILIENTFLOORING

SHALLMEETATLEASTONEOF
THEFOLLOWING:
-RFCI FLOORSCOREPROGRAMCERTIFIED.
-COMPLIANTWITHVOC-EMISSIONLIMITSSPECIFIED INTHE

CADEPTOFPUBLIC

HEALTHSTANDARDMETHODFORTHETESTINGAND

EVALUATIONOFVOC
EMISSION.

COMPLIANTWITHCA-CHPSCRITERIA INTERPRETATIONFOR
EQ7.0ANDEQ7.1.
-CERTIFIEDUNDERULGREENGUARDGOLD
•COMPOSITEWOODPRODUCTS(HARDWOODPLYWOOD,

PARTICLEBOARDANDMDF)

SHALLMEETTHEFORMALDEHYDEREQUIREMENTSPER

ARB'SATCMFORCOMPOSITE
WOOD

CALGREENCOMPLIANCE

ACCESSIBLEBUILDINGENTRY/EXIT
SEEDOORDOORSCHEDULENOTES.CONTRACTOR
TOVERIFYA5'X5' LEVELLANDINGORFLOORON
EACHSIDEOFTHEEXTERIORDOOR.EXTERIOR

LANDINGSHALLBEPERMITTEDTOHAVEASLOPE
NOTTOEXCEED1/4"UNITVERTICAL IN12UNITS
HORIZONTAL(2%).THRESHOLDSATDOORWAYS
SHALLNOTEXCEED1/2" INHEIGHT.RAISED
THRESHOLDGREATERTHAN1/4"SHALLBE
BEVELEDWITHAMAX.SLOPEOF1UNITVERTICAL IN 2 UNITS HORIZONTAL. SEE SCHEDULE FOR SIZE AND TYPE PROTECTION OF WOOD & WOOD BASED PRODUCTS AGAINST DECAY PROTECTION OF WOOD & WOOD BASED PRODUCT S

FROMDECAYSHALLBEPROVIDED INTHEFOLLOWING

LOCATIONSBYTHEUSEOFNATURALLYDURABLEWOOD

ORWOODTHAT ISPRESERVATIVETREATED IN
ACCORDANCEWITHAWPAU1FORTHESPECIES,
PRODUCT,PRESERVATIVE&ENDUSE.PRESERVATIVE
SHALLBELISTED INSECTION4OFAWPAU1.

LOCATIONREQUIRED:WOODSIDING,SHEATHING&WALL

FRAMINGONTHEEXTERIOROFABUILDINGHAVINGA
CLEARANCEOFLESSTHAN6 INCHESFROMTHEGROUND
ORLESSTHAN2 INCHESMEASUREDVERTICALLYFROM

CONCRETESTEPS,PORCHSLABS,PATIOSLABS,&

SIMILARHORIZONTALSURFACESEXPOSEDTOTHE
WEATHER.R317.1

BUILDINGMATERIALSWITHVISIBLESIGNSOFWATER
DAMAGEWILLNOTBE INSTALLED.WALLANDFLOOR

FRAMINGWILLNOTBEENCLOSEDWHENTHE
FRAMINGMEMBERSEXCEED19%MOISTURE
CONTENT.MOISTURECONTENTWILLBEVERIFIED
PRIORTOFINISHMATERIALBEINGAPPLIED.

DRYBUILDINGMATERIALS INSULATION INSPECTION PROVIDE THIRD PARTY VERIFICA TIONOF

QUALITY INSULATION INSTALLATION
-NOTIFYARCHITECTOFDISCREPANCIESOR

UPONUNCOVERINGCONDITIONSTHATDEVIATE
FROMPLANS.

ANNULARSPACESAROUNDPIPES,ELECTRICALCABLES,

CONDUITSOROTHEROPENINGS INPLATESOR

FOUNDATIONSSHALLBEPROTECTEDAGAINST

RODENTSBYCLOSINGTHEOPENINGSWITHCEMENT
MORTARORCONCRETEMASONRY.CGBSC4.406.1

ANNULARSPACES

BUILDINGMATERIALSWITHVISIBLESIGNSOFWATER
DAMAGEWILLNOTBE INSTALLED.WALLANDFLOOR

FRAMINGWILLNOTBEENCLOSEDWHENTHE
FRAMINGMEMBERSEXCEED19%MOISTURE
CONTENT.MOISTURECONTENTWILLBEVERIFIED
PRIORTOFINISHMATERIALBEINGAPPLIED.

EXTERIORWINDOWS&DOORS
MANUFACTURER:WINDOWS,&EXTERIORDOORS
ANDERSEN,13/4"THICKDOORS
100SERIESVINYL,COLOR:WHITE INTERIOR DOORS SOLID CORE, SINGLE PANEL SHAKER, P AINTED,13/4"THICK

HARDWAREBYSCHLAGE
LEVERSTYLE:LATITUDE
TRIMSTYLE:COLLINS
FINISH:MATTEBLACK
HINGE:FULLMORTISE,6"

GLAZINGCERTIFICATION

ALLNEWGLAZING(FENESTRATIONS)WILLBE INSTALLED WITH A CERTIFYING LABEL ATTAC HED,
SHOWINGTHEU-VALUEAS0.32&SHGCOF0.25.

SCALE:1/4"=1'-0"

PROPOSEDFLOORPLAN

Page 98 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-7
09/12/24

AS-BUILT/
DEMO&

PROPOSED

ROOFPLAN

SKYLIGHTTOREMAIN

ALLEXISTINGGABLEEND

LOUVEREDVENTSTOREMAIN

ALLVENTSTOREMAIN
4/12
4¼/12
4¼/124¼/12
(E) RIDGE
(E)RIDGE(E)RIDGE
(E) VALLEY
(E) VALLEY
1/12

EXISTING

FRAMINGTO
REMAIN

COMPOSITIONSHINGLE

ROOFINGTOREMAIN
4/12
4¼/12 IN

SULATIONPLANKEY
R-38 INSULATION
R-30 INSULATION
SCALE:1/4"=1'-0"

EXISTINGROOFPLAN
SCALE:1"=10' INSULATIO
NPLAN

Page 99 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-8
09/12/24

PROPOSED

ELEVATIONS
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
10'-1"
7'-8"
A2
A2
A1
A6
A8
A4
A4A410
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
A2
A1
A15
A2
A3
A5
A6
A7
SIM.
3A92A-9
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
A2
A1
A2
A3
A5
A6
A4A3
A9
-2'-5"
(E)&(N)F.F.
-2'-5"
(E)&(N)F.F.
0"
(D)F.F.
0"
(D)F.F.
7'-8"
(E)PLATE
7'-8"
(E)PLATE
A1
A2
A5
A6
A7
A8
A1
A2
A3
A4A5A6

ELEVATIONNOTES

EXISTINGSIDINGTOREMAIN
(E)CLASS 'A' ROOFASSEMBLY,"ARCHITECTURAL"
COMPOSITIONSHINGLEROOFINGON1LAYER#15

FELTUNDERLAYMENTO/EXISTINGFRAMING&
SHEATHING.SEEEXTERIORFINISHSCHEDULE

FIBERGLASSWINDOWS
FIBERGLASS,DBL.GLAZED,THERMALLY
BROKENWINDOWSW/5/4CASING&SILL,SEE

ARCHDETAILS

ENTRYDOORS
PR.3'-0"X8'-0"CUSTOMENTRYDOORS.ALLGLAZING
SHALLBEDUALGLAZEDANDTEMPERED.,SEE

SCHEDULE
(E)BARGERAFTER

BARGERAFTERTOREMAIN
(E)METALGUTTER

GUTTERTOREMAIN
(E)COMPOSITIONROOFING
(E)SIDING
A7
A8A9 A10
(E)FASCIA

EXISTINGFACIATOREMAIN

BELLYBAND
2X12PAINTEDBELLYBANDWITH"Z"FLASHING

ATTOP&KERFATBOTTOMEDGE,SEEARCHDETAILS

PROVIDE INTERNATIONALSYMBOLOFACCESSIBILITY,

SYMBOLSHALLCONSISTOFAWHITEFIGUREONABLUE
BACKGROUND.THECOLORBLUESHALLAPPROXIMATE
FS15090 INFEDERALSTANDARD595C.ABORDERMAY
BEPROVIDED INSIDEOROUTSIDEOFTHEMIN.REQUIRED INTERNATIONAL SYMBOL OF ACCESSIBILITY DIMENSION. ACCESSIBILITY SIGN REMOVE EXISTING FENCE ENCLOSURE (E) FENCE ENCLOSURE SCALE:1/4"=1'-0"

PROPOSEDFRONTELEVATION
SCALE:1/4"=1'-0"

PROPOSEDLEFTELEVATION
SCALE:1/4"=1'-0"

PROPOSEDREARELEVATION
SCALE:1/4"=1'-0"

PROPOSEDRIGHTELEVATION
*ALLEXTERIORSIDING&TRIMTOBEPAINTED

Page 100 of 134 ends

REVISIONS
DATE:

SCALE:
51 U
NIV
E
RSIT
Y
AV
E."L" • L
OS G
AT
OS, C
A. • 95030 • (408) 395-2555
N
O
TE:
•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

S H E E T
A
R
E
M
O
D
E
L
/
A
D
DITIO
N
AT:

T
H
E
M
O
N
T
E
S
E
R
E
N
O
C
O
M
M
U
NIT
Y
C
E
N
T
E
R
18 0
41 S
A
R
AT
O
G
A-L
O
S
G
AT
O
S
R
O
A
D, M
O
N
T
E
S
E
R
E
N
O, C
A

AS SHOWN
A-9
09/12/24
CROSS
SECTIONS @
ARCH.

DETAILS
-2'-5"
(E)&(N) F.F.
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
7'-8" A (E) PLATE
1 A2
A3
A3
A4
A5
A8
A11
A9
A1
A106 A160
A12
A13
A14
(N) MEETING ROOM
(N) C.E.R.T.
(E)

COVERED
PORCH
(CONDITIONED ATTIC)
1 A-9
2 A-9
3 A-9
-2'-5"
(E)&(N) F.F.
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
7'-8"
(E) PLATE
A2
A3
A8
A8
A9
A106
A11
A12
A13
A6
(N) MEETING ROOM
A6
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14

SECTION NOTES

EXISTING RAFTER TO REMAIN

SEE INTERIOR ELEVATIONS
(E) RAFTERS

RIDGE BEAM

BUILT-IN CABINETS
(E) SMOOTH FINISH, SEE FINISH PLAN FOR SCORE

JOINT PATTERN

EXPOSED CONCRETE SLAB

DOWNSPOUTS
2"X3" 26 GA. SHEET METAL DOWNSPOUTS TO
DISCHARGE INTO CLOSED PVC CONDUITS W/SLIPJOINTS OR CLEAN-OUTS AT EACH ONE TO FACILITATE MAINTENANCE. COLLECTED SURFACE

AND DOWNSPOUT WATER TO BE DISCHARGED AT
SITE BIOSWALE. (UNDER SEPARATE PERMIT)

VENTED VAULTED CEILING W/OPEN-CELL, SPRAY
FOAM INSULATION, MIN. R-38, "HEATLOK HFO
PRO" SPRAY POLYURETHANE INSULATION, ER-65,

APPLIED DIRECTLY TO THE BOTTOM OF THE
ROOF SHTHG. FILL CAVITY ABOVE IC LIGHT WITH
2" RIDGE INSULATION. CRC 806.5

OPEN-CELL,SPRAY FOAM INSULATION

METAL GUTTER AND FACIA TO REMAIN
5"X4" 26 GA. SLOPED FACED CORROSION RESISTANT

METAL GUTTER TO MATCH EXISTING W/ A GUTTER COVER

THAT PREVENTS THE ACCUMULATION OF LEAVES & DEBRIS
BOXED STRUCTURAL RIDGE BEAM, SEE STR. PLANS &

ARCH DETAILS
R-13 WALL INSULATION

FIBERGLASS WINDOWS
ALUMINUM CLAD WOOD, DBL. GLAZED,THERMALLY
BROKEN WINDOWS W/ 5/4 CASING & SILL
(E) COMPOSITION SHINGLE ROOFING

EXISTING COMPOSITION SHINGLE ROOFING TO REMAIN
(N) PHOTOVOLTAIC PANELS, QUANTITY AND SPECIFICATIONS

PER ENERGY COMPLIANCE DOCUMENTS

PHOTO VOLTAIC PANELS
R-13 WALL BATT INSULATION
5/8" GYP. BOARD
5/8" GYP. BOARD AT WALLS & CEILINGS U.N.O.

EXISTING SIDING TO REMAIN
(N) BOARD & BATTEN SIDING; HARDIEPANEL W/
"BORAL" 3/4"X2 1/2" BATTENS @ 16" O.C.

R-19 WALL INSULATION
R-19 WALL BATT INSULATION
3/4"

MOIST STOP FLASHING O/

KEMPER MEMBRANE & TYVEK
BLDG. WRAP

WATERPROOFING SYSTEM BY
KEMPER 'KEMPEROL 2K PUR'
ALUM. CLAD WOOD FRAMED

WINDOWS W/ NAIL FIN

HARDIE PANEL VERTICAL SIDING,

SMOOTH, IN WHITE
5/4 X 4 TRUEXTERIOR TRIM
2X4 BORAL TRUEXTERIOR
SILL, SLOPED AT 10°, WITH

CURF CUT AS CAPILLARY

BREAK AT DRIP EDGE,
TO EXTEND 3/4" PAST

CASING AT EACH SIDE
5/8" DRYWALL,

SEE PLAN FOR TYPE
1X4 POPLAR TRIM

INSULATION PER SECTION NOTES
1 X 3 BORAL TRUEXTERIOR VERTICAL
BATTEN SPACED AT 16" O.C.
2 WINDOW SILL DETAIL
SCALE: 1½" = 1'-0"

PROSOCO ' FAST FLASH' WATERPROOF

MEMBRANE, UNDER MOIST STOP,

AROUND HEADER

MOIST STOP

FLASHING O/ NAIL FIN,
UNDER BLDG. PAPER
ALUM. CLAD WOOD FRAMED

WINDOW W/ NAIL FIN
1X4 POPLAR CASING
5/4 X 4 TRUEXTERIOR TRIM
1 X 3 BORAL TRUEXTERIOR VERTICAL
BATTEN SPACED AT 16" O.C.

HARDIE PANEL VERTICAL SIDING,

SMOOTH, IN WHITE
5/8" DRYWALL,

SEE PLAN FOR TYPE

INSULATION PER SECTION NOTES
3 WINDOW/DOOR JAMB/HEAD DETAIL
SCALE: 1½" = 1'-0"
SCALE 1 1/2" : 1 ' - 0 "
61/2"
7 1/4"
7"
1X MITERED WHITE OAK

WRAP, CLEAR GRADE
1X MITERED WHITE OAK

WRAP, CLEAR GRADE
STR. CEILING BEAM,
SEE STR. PLANS
4X6 STR. KING POST
1X MITERED WHITE OAK

WRAP, CLEAR GRADE

EXISTING STRUCTURAL
RIDGE, SEE STR. PLANS
A
A

KING POST & BEAM WRAP DETAILS
1 1/4"
1/2"
3/4"
1X JAMB IN POPLAR
1X4 POPLAR CASING
5/8" DRYWALL,

SEE PLAN FOR TYPE
5/8" DRYWALL,

SEE PLAN FOR TYPE
1X4 POPLAR CASING
1X8 BASE BOARD

IN POPLAR
4 INT. DOOR JAMB/HEAD CASING & BASE DETAIL
SCALE: 1½" = 1'-0"
SCALE: 1/4" = 1'-0"

SECTION A-A
SCALE: 1/4" = 1'-0"

SECTION B-B

Page 101 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-10
09/12/24 INTERIOR

ELEVATIONS
EQ
30"EQ2'-0"
2'-10" 1'-6" 3'-3"
6'-0" 1'-7"
A3
A4
A5
A5
P1
P2
A1
F6

ACCESIBLESPACE
30"X48"CLEARFLOORSPACE

ACCESSIBLEKITCHENSINK

ACCESSIBLESINKCONTROLS

FAUCETCONTROLSOPERABLEWITHONEHANDANDTHATDONOT
REQUIRETIGHTGRASPING,PINCHINGORTWISTINGOFTHEWRIST.

THEFORCEREQUIREDTOACTIVATECONTROLSSHALLBENO
GREATERTHAN5POUNDSOFFORCE.HANDOPERATEDMETERING
FAUCETSSHALLREMAINOPENFOR10SECONDSMINIMUM.CBCSEC.
11B-309.4&11B-606.4
PROVIDEMIN.30"WIDESECTIONOFCOUNTERWITHACLEARFLOOR
SPACEOF30"X48"SIDEAPPROACH

REFRIGERATOR/FREEZER

PROVIDEREFRIGERATORWITHFREEZERDRAWERATTHEBOTTOM,
ANDTHEREFRIGERATORDOORABOVEWITHAHINGEONTHERIGHT.

PROVIDEMIN.3"OFSAPCEBETWEENREFRIGERATORAND
ADJACENTWALL.SEEEQUIPMENTSCHEDULE.PROVIDEA30"X48"

CLEARFLOORSPACEADJACENTTOTHEOVENSWITHTHE
CENTERLINEOFTHESPACENOMORETHAN24"OFFOFTHECENTER
LINEOFTHEREFRIGERATOR.11B-804.6.6OPERABLEPARTSSHALL

BEOPERABLEWITHONEHANDANDSHALLNOTREQUIRETIGHT

GRASPING,PINCHING,ORTWISTINGOFTHEWRIST,THEFORCE
REQUIREDTOACTIVATEOPERABLEPARTSSHALLBE5POUNDS
MAX.CBC11B-309

STORAGE
PROVIDEADJUSTABLESHELVESWHERESHELVING IS INDICATED.

PROVIDEDRAWERSTHATEXTENDTHEFULLLENGTHOFTHEDRAWER
DEPTH.ALLHINGESANDHARDWARESHALLBESOFT-CLOSE.

A1
A2
A3
A4
A5 KIT

CHENACCESSIBILITYNOTES
29" min.
40" max.
33"-36"
17"-19" to
top of seat
12min.
24max.
34" max.
40" max.
40" max.

A1
F12
F13
A7
A3
A2
A6
A5
R6
P3
P4
P5
R1
A1
L5
29" min.
27" min.
8"min.
11"
19"min.

A5
P3
P5
A6
F2
F10
F12
F13
A1
R3
24" max.
3'-6"
12"max.18" max
2 .
'
-7"
5'-0"
4'-0"
16"-18"
1'-0" 2'-0"
5'-0"
6'-6"
1 24
A1
A2A
3 A3
A13
A5
A4
A10
A8
A11
A8
A9
A3
A12
A14
A4
3 A6A7
TOILETTOBETHEELONGATEDTYPECENTEREDAT17"MIN.

TO18"MAX.FROMADJACENTWALL&SEATTOBENOLESS
THAN17"TO19"ABOVEFLOOR.

ACCESSIBLEWATERCLOSET

ACCESSIBLEWATERCLOSETCONTROLS

GRABBARSATWATERCLOSET
PROVIDE11/4"-11/2"DIA.GRABBARSATWALLSADJACENTTO
TOILETCENTEREDAT33"TO36"ABOVEFLOOR.SIDEWALLGRAB
BARSSHALLBEMIN.42"LONGANDEXTEND24" INFRONTOFTOILET
ANDBENOTMORETHAN12"FROMREARWALL.REARGRABBAR
SHALLBEMIN.36"LONGANDEXTENDNOTLESSTHAN12"FROMTHE
CENTERLINEOFTHETOILETONONESIDEAND24"FROMTHE
CENTERLINEONTHEOTHER.THERESHALLBEAGAPOF11/2"
BETWEENTHEWALLANDTHEGRABBAR.CBCSEC.11B-604.5.1&
11B-604.5.2

TOILETTISSUEDISPENSERS

ACCESIBLESPACE
30"X48"CLEARFLOORSPACE

TOWEL,SANITARYNAPKINS,WASTERECEPTACLES,
DISPENSERSANDCONTROLS.

MIRRORS

WHEELCHAIRCLEARANCE
ACLEARSPACEMEASUREDFROMTHEFLOORTOAHEIGHTOF27"

ABOVETHEFLOOR,WITHINTHESANITARYFACILITYROOM,OF
SUFFICIENTSIZETO INSCRIBEA60"ØMIN.CIRCLE.ADOOR, INANY
POSITION,MAYENCROACH INTOTHISSPACEBYNOTMORETHAN12".

UNISEXBATHROOMDOORSIGNAGE

WHERETOWEL,SANITARYNAPKINS,WASTERECEPTACLES,

DISPENSERS,OTHEREQUIPMENTANDCONTROLSAREPROVIDED,AT

LEASTONEOFEACHTYPESHALLBELOCATEDONANACCESSIBLE

ROUTEWITHALLOPERABLEPARTS, INCLUDINGCOINSLOTS,WITHIN
40"FROMTHEFINISHEDFLOORANDSHALLCOMPLYWITHSECTION
CBC11B-309.4,11B-603.5.CONTROLSANDOPERATINGMECHANISMS.

OBJECTSBETWEEN27 IN.&80 IN.FROMTHEFLOORSHALLNOT
PROTRUDEMORETHAN4 IN. INTOTHECIRCULATIONPATH,SECTION
11B-307.2

THECENTEROFTHETOILETTISSUEDISPENSERSSHALLBELOCATED
ONTHEWALLCENTEREDAT7"MIN.-9"MAX.FROMTHEFRONTEDGE
OFTHETOILETSEATWITHTHEOUTLETBELOWTHEGRABBARAT19"
MIN.FROMTHEFLOOR.DISPENSERSSHALLNOTBEOFTHETYPE

THATCONTROLDELIVERYORTHATDOESNOTALLOWCONTINUOUS
PAPERFLOW.CBC11B-604.7

FLUSHVALVESSHALLBEMOUNTEDONTHEOPENSIDEOFTHE
TOILETAREANOMORETHAN44"ABOVETHEFLOOR.CONTROLS

SHALLBEOPERABLEWITHONEHANDANDTHATDONOTREQUIRE
TIGHTGRASPING,PINCHINGORTWISTINGOFTHEWRIST.THEFORCE
REQUIREDTOACTIVATECONTROLSSHALLBENOGREATERTHAN5
POUNDSOFFORCE.CBCSEC.11B-309.4&11B-604.6

ALLMIRRORSABOVEACCESSIBLELAVATORIESORCOUNTERTOPS

SHALLBE INSTALLEDWITHTHEBOTTOMEDGEOFTHEREFLECTING
SURFACE40"MAX.ABOVEFINISHFLOORORGROUND.CBCSEC.
11B-603.3

PROVIDEALAVATORYWITHACENTERLINETHAT ISAMINIMUMOF
18"HORIZ.FROMANADJOININGWALLORPARTITION.THEFIXTURE
SHALLBEAMIN.OF17"DEEPHORIZ.ANDTHETOPOFTHEFIXTURE
RIMSHALLBE34"ORLESSABOVETHEFIN.FLOORWITHVERT.

CLEARANCEOF29"ATOUTSIDEEDGEOFAPRONTOFLOOR
REDUCINGTO27"AT8"BACKFROMFRONTEDGE.PROVIDEA
OBSTRUCTIONFREE9"HIGHMIN.TOECLEARANCEEXTENDING
TOWARDTHEBACKWALLNOMORETHAN6"FROMTHEBACKWALL. INSULATE HOT SUPPLY AND WASTE DRAIN PIPES. 11B-606, 11B-305 & 11B-306 ACCESSIBLE LAVATORY ACCESSIBLE LAVATORY CONTROLS FAUCET CONTROLS OPERABLE WITH ONE HAND AND THAT DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. CBC SEC. 11B-309.4 & 11B-606.4 THE UNISEX BATHROOM DOOR SHALL HAVE A CIRCULAR SIGN 1/4" TH .
&12" INDIAMETERWITHAEQUILATERALTRIANGLE1/4"TH.

SUPERIMPOSEDONTHECIRCLEWITHINTHE12"DIAMETER,BOTHWITH
EASED,CHAMFEREDORROUNDEDEDGES.THESYMBOLSHALLBE
MOUNTEDCENTERED58"MIN.TO60"MAX.FROMTHEFLOORWITH
THEVERTEXPOINTINGUPWARD.THETRIANGLESYMBOLSHALLBEA

CONTRASTINGCOLORWITHTHECIRCLEANDTHECIRCLESHALLBEA
CONTRASTINGCOLORWITHTHEDOOR.CBCSECTIONS11B-216.8&
11B-703.7.2.6

RAISEDLETTER/BRAILLESIGN

VISUALCHARACTERSONSIGNSSHALLBESELECTEDFROMFONTS
WHERETHEWIDTHOFTHEUPPERCASELETTER"O" IS60%MIN.AND
110%MAX.OFTHEHEIGHTOFTHEUPPERCASELETTER"I".STROKE
THICKNESSOFTHEUPPERCASELETTER"I"SHALLBE10%MIN.20%
MAX.OFTHEHEIGHTOFTHECHARACTER.RAISEDLETTER/BRAILLE
SIGNSSHALLHAVELETTERSRAISED1/32"HIGHTHATARE5/8"MIN.&
2"MAX.TALL,SANSSERIFUPPERCASEACCOMPANIEDBYGRADE2
BRAILLE.CHARACTERSANDBRAILLESHALLBE INAHORIZONTAL
FORMAT.BRAILLESHALLBEPLACEDAMINIMUMOF3/8"MIN.&1/2"
MAX.DIRECTLYBELOWTHETACTILECHARACTERS,FLUSHLEFTOR
CENTERED.WHENTACTILETEXT ISMULTILINED,ALLBRAILLESHALL
BEPLACEDTOGETHERBELOWALLLINESOFTEXT.THESESIGNS
SHALLBEMOUNTEDONTHELATCHSIDEOFTHEDOORBETWEEN48"
MIN.TOTHEFLOORTOTHELOWESTBASELINEOFBRAILLEAND60"
MAX.TOTHEFLOORTOTHEBASELINEOFTHEHIGHESTLINEOF
RAISEDCHARACTERS.MOUNTINGLOCATIONSHALLBESUCHTHATA
PERSONMAYAPPROACHWITHIN3"OFSIGNAGEWITHOUT

ENCOUNTERINGPROTRUDINGOBJECTSORSTANDINGWITHINA
SWINGINGDOOR.

TOILETACCESSSPACE
60"X48"CLEARFLOORSPACE INFRONTOFTOILET

BABYCHANGINGSTATION
BOTTOMMUSTBE28"-34"ABOVEFINISHEDFLOOR
A1
A2
A3
A4
A5
A6A7 A8A9 A10A11 A12 A13 A14RE

STROOMACCESSIBILITYNOTES
24" max.
3'-6"
12"max.
4 A3
A2A4
A1
A5
7"-9"
40" max.
17"-19"
top of seat
42"min.

F12
F13
R4
R5
A8A9
4 SCALE:1/2"=1'-0"
Kitchenette
1 SCALE:1/2"=1'-0"
AccessibleRestroom
2 SCALE:1/2"=1'-0"
AccessibleRestroom
3 SCALE:1/2"=1'-0"
AccessibleRestroom
SCALE:1/2"=1'-0"

ACCESSIBLERESTROOMFLOORPLAN
SCALE:1/2"=1'-0"

ACCESSIBLEKITCHENETTEFLOORPLAN
4 SCALE:1/2"=1'-0"
AccessibleRestroom

Page 102 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-11
09/12/24

FINISHES&

FIXTURES

SCHEDULES
(E)COVEREDPORCH

KITCHENETTE

STORAGE
C.E.R.T.

MEETING
ROOM
PORCH

ACCESSIBLE

ALLGENDER

RESTROOM
F2
F1F2F3F16
F9
F4
F5
F7
F6
F8
F1
F10F11
F2
F2
F12F13
F1F14
F14

PLUMBING FIXTURE SCHEDULE

ROOM SYMBOL
NUMBER

FIXTURE QTY MANUFACTURER MODEL COLOR SPECIAL FEATURES
Kitchen P1 Sink1 Kohler Cairn K-27785 White 33” wide, Undermount, O ffset drain, meets CBC accessibility req’s
Kitchen P2 Faucet1 Kohler Crue K-22972-BL Matte Black Pull down kitchen faucet with 3-function spray-head Accessible
Restroom
P3 Lavatory1 Nameek’s Teorema Plus, Scarabeo
5151
White meets CBC accessibility req’s, Single hole, Wall-mounted Accessible
Restroom/
P4 Water Closet1 Toto MS746124CEMFG White meets CBC accessibility req’s, High E fficiency, Dualflush, Elongated Bowl
Accessible
Restroom/
P5 Faucet1 American Standard 702B.105, PK00.HAC,
605XTMV1070
Brushed
Nickel
Paradigm Electronic Integrated Proximity Lavatory Faucet, hard wired, back-up battery feature, & thermostatic mixing valve
1 RESTROOM ACCESSORIES SCHEDULE

ROOM SYMBOL
NUMBER

ACCESSORY QTY MANUFACTURER MODEL COLOR SPECIAL FEATURES Accessible
Restroom
R1 Soap Dispenser1 American Specialties,
Inc.

Model #0362 Stainless
Brushed
Surface mounted Automatic Soap Dispenser
Accessible
Restroom
R2 Paper Towel
Dispenser, Waste, &
Hand Dryer
1 American Specialties,
Inc.

Model #64672 Stainless
Brushed
Recessed 3-in-1 Combo Paper Towel Dispenser, Waste Receptacle and Automatic Hand Dryer
Accessible
Restroom
R3 Baby Changing
Station
1 Koala Kare KB300-05 White baby changing station with straps Accessible
Restroom
R4 Toilet Paper &
Sanitary Disposal
1 American Specialties,
Inc.

Model #04823 Stainless
Brushed
Recessed, Toilet Paper Dispenser (2) and sanitary napkin disposal bin Accessible
Restroom
R5 Toilet Seat Cover
Dispenser
1 American Specialties,
Inc.

Model #0477 Stainless
Brushed
Mounted with opening at the bottom to meet CBC accessibility req’s Accessible
Restroom
R6 Mirror1 Joss & Main Savina Wall Mirror Black 24” x 40” wood framed mirror 1

LIGHTING SCHEDULE

ROOM SYMBOL
NUMBER

TYPE MANUFACTURER MODEL COLOR QUAN
TITY

COMMENTS
FOYER L1 3 light semiflush deco light fixture, “Emmy Geo Chandelier” - Medium
Shades of Light, SKU CH23056 Black/White1 LED bulbs, E26 base KITCHEN L2 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RFF-OW
2 MEETING L3 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RLF-OW
6 RESTROOM L4 Deco, Wall Mount,
Westchase Vanity Light- 2
light
Shades of Light SKU BS23053 BK Black1 2 LED lights
RESTROOM L5 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RFF-OW
1 RESTROOM L6 Fan/Light Combo Panasonic RG-R811LA White2 Whisper Remodel DC, w/ light, 0.8-sone, 110 CFM, Energy Star STORAGE L7 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RLF-OW
4 C.E.R.T. L8 Entra 3” Adjustable LED
Downlight
E Housing: EN3R-LH-9-30-
AA-I Trim: EN3RLF-OW
2 1
TRIM F2 1x4 Poplar Casing, Interior Acrylic Latex Paint BM OC-149, Decorator’s White
Benjamin Moore See architectural details

INTERIOR FINISHES SCHEDULE
SYMBOL
NUMBER

SPECIFICATION SIZE COLOR MANUFACTURER COMMENTS

KITCHEN
WALLS & CEILINGS F1 Interior Acrylic Latex Paint, Eggshell finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore See
floor plan and cross sections for drywall type at
each location, Level 4 texture
TRIM F2 1x4 Poplar Casing, Interior Acrylic Latex Paint BM OC-149, Decorator’s White
Benjamin Moore See architectural details
FLOOR F3 Luxury Vinyl Wood-like Flooring - Coretec Pro Plus Xl Enhanced
9”x72” Cairo Oak Coretec green
flooringsupply.com
CABINETS F4 Laminate slab doors and drawers, full overlay Natural Ash American Laminates Vertical grain pattern COUNTERTOPS F5 Quartz slab, Silestone, 1 1/2” mitered eased edge square nosing
Ethereal Glow Cosentino Polished
finish, with matching thickness waterfall sides
to the
floor
BACKSPLASH F6 Bedrosians, Cloe, Ceramic Tile, o/ cement board 2.5”x8” Green Bedrosians Glossy finish, vertical stack, see interior elevations,

CABINETRY

HARDWARE-PULLS
F7 Cobbe, 5” centers cabinet pulls 6” Matte Black Amazon ASIN # B0C5SG9SHZ, located horizontally at drawers and vertically at doors, see elevations

MEETING ROOM& STORAGE
WALLS & CEILINGS F1 Interior Acrylic Latex Paint, Eggshell finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore See
floor plan and cross sections for drywall type at
each location, Level 4 texture
TRIM F2 1x4 Poplar Casing, Interior Acrylic Latex Paint BM OC-149 Decorator’s White
Benjamin Moore See architectural details
FLOOR F14 Clear epoxy sealant on concrete
CABINETS F4 Laminate slab doors and drawers, full overlay Natural Ash American Laminates Vertical grain pattern

CABINETRY

HARDWARE-PULLS
F7 Cobbe, 5” centers cabinet pulls 6” Matte Black Amazon ASIN # B0C5SG9SHZ, located horizontally at drawers and vertically at doors, see elevations
BEAMS & KING POST F13 White Oak, Clear Grade, no knots, w/ Sansin, Purity 0-VOC gel stain
TBD Sansin See architectural details. provide sample to architect for
final approval

RESTROOM
WALLS & CEILINGS F9 Interior Acrylic Latex Paint, Satin finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore Level 4 texture
FLOOR F10 Ceramic tile, Makoto - mosaic sheet, 2” round tile mosaic on mesh
10”x10” Midori Green Bedrosians on thin set, with white grout WAINSCOTT F11 Ceramic Tile, Marin - glossy
finish, o/ thin set o/ cement board,
w/ schluter cap

2.5"x10” White Bedrosians Horizontal stacked (not running bond), see interior elevations
BASE F12 Ceramic tile, Makoto - matte
finish w/ cove shaped metal
schluter at bottom of base, o/ thin set o/ cement board

2.5”x10" Midori Green Bedrosians Vertical Stack, one row, see interior elevations 1

APPLIANCE SCHEDULE

ROOM SYMBOL
NUMBER

APPLIANCE MANUFACTURER MODEL COLOR SPECIAL FEATURES
Kitchen A1 Refrigerator FRIGIDAIRE #: FRBG1224AV Stainless Steel Right Hinge Door on Upper, Drawer @ lower, provide water for ice maker 1

INTERIOR FINISHES SCHEDULE
SYMBOL
NUMBER

SPECIFICATION SIZE COLOR MANUFACTURER COMMENTS

CABINETRY

HARDWARE-PULLS
F7 Cobbe, 5” centers cabinet pulls 6” Matte Black Amazon ASIN # B0C5SG9SHZ, located horizontally at drawers and vertically at doors, see elevations

CABINETRY

2.5”x10" Midori Green Bedrosians Vertical Stack, one row, see interior elevations 1

INTERIOR FINISHES SCHEDULE
SYMBOL
NUMBER

SPECIFICATION SIZE COLOR MANUFACTURER COMMENTS

CABINETRY

HARDWARE-PULLS
F7 Cobbe, 5” centers cabinet pulls 6” Matte Black Amazon ASIN # B0C5SG9SHZ, located horizontally at drawers and vertically at doors, see elevations

CABINETRY

RESTROOM
WALLS & CEILINGS F9 Interior Acrylic Latex Paint, Satin finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore Level 4 texture
fi
fi

INTERIOR FINISHES SCHEDULE
SYMBOL
NUMBER

SPECIFICATION SIZE COLOR MANUFACTURER COMMENTS

CABINETRY

HARDWARE-PULLS
F8 Cobbe, 5” centers cabinet pulls 6” Matte Black Amazon ASIN # B0C5SG9SHZ, located horizontally at drawers and vertically at doors, see elevations
DOORS F9 White Oak, solid core, 1 3/4” th., slab, stained grade w/ Sansin, Purity 0-VOC gel stain
see sch. TBD
final stain color to be determined in the field
SHELVING F17 White Oak, Clear Grade, no knots, w/ Sansin, Purity 0-VOC gel stain
TBD provide sample to architect for
final approval

MEETING/GATHERING ROOMS, FOYER & STORAGE
WALLS & CEILINGS F1 Interior Acrylic Latex Paint, Eggshell finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore See
floor plan and cross sections for drywall type at
each location, Level 4 texture
TRIM F2 1x4 Poplar Casing, Interior Acrylic Latex Paint BM OC-149 Decorator’s White
Benjamin Moore See architectural details
FLOOR F3 Luxury Vinyl Wood-like Flooring - Coretec Pro Plus Xl Enhanced
9”x72” Cairo Oak Coretec green
flooringsupply.com
CABINETS F4 Laminate slab doors and drawers, full overlay Natural Ash American Laminates Vertical grain pattern

CABINETRY

FIREPLACE

SURROUND
F14 Quartz slab, Silestone, 12” around and at hearth w/ white oak 4”x8” mantel above
Ethereal Glow Cosentino Polished
finish
FIREPLACE CHIMNEY F15 Shiplap wood siding, paint grade, nickel gap 6” BM OC-149 Mitered corners

DECORATIVE BEAMS &
TRUSS
F16 White Oak, Clear Grade, no knots, w/ Sansin, Purity 0-VOC gel stain
TBD Sansin See architectural details. provide sample to architect for
final approval
1 SCALE:1/4"=1'-0"

FLOORPLAN-FINISHES
L4NO
TE:ANYSUBSTITUTIONS

OFANYPRODUCT,FIXTURE

ORFINISHSHALLBE
APPROVEDBYARCHITECT.
&MEETINGROOM

STORAGE

KINGPOST&BEAM

Page 103 of 134 ends

EVISIONS
DATE:

SCALE:
51 UNIVERSITY AVE."L" • LOS GATOS, CA. • 95030 • (408) 395-2555 NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.

SHEET
A REMODEL/ADDITION AT:

THE MONTE SERENO COMMUNITY CENTER
18041 SARATOGA-LOS GATOS ROAD, MONTE SERENO, CA

ASSHOWN
A-12
09/12/24

CALGREEN

CHECKLIST

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 the buildings as follows:

5.408.2.2.1 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 Rater will review the plans and specifications to
confirm that the design features at entries and
openings are included in the submitted plans. Rater
may conduct field verification.

Please Select

5.408.1.1 Construction Waste
Management Plan
Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste.

Where a local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plan that

1. Identifies 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 or bulk mixed.

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.

Rater to submit Construction Waste Management
Worksheet indicating waste generated and diverted.

Please Select

5.410.1 Recycling By
Occupants
Provide readily accessible areas that serve the entire building for the depositing, storage and collection of materials for recycling, including paper, corrugated cardboard, glass, plastics and metals.

5.410.1.1 Additions. [A] 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 on site.

5.410.1.2 Sample Ordinance - Space allocation for recycling areas shall comply with Chapter 18, Part 3 in the California Solid Waste reuse and Recycling Access Act of 1991 (Act).

Rater will conduct field compliance verification and
takes photos of the recycling center(s).

Please Select
CALGreen Checklist Version1.0 for GPR Version 6.0
Building Name: Building Address:

Find referenced worksheets and full CALGreen text at www.bsc.ca.gov/Home/CALGreen.aspx

SECTION MEASURE NAME REQUIREMENTS VERIFICATION METHOD RESULTS OF

VERIFICATION NOTES

5.106.1 Storm Water
Pollution Prevention
Newly constructed projects which disturb less than one acre of land will prevent pollution of stormwater runoff from the construction site.

5.106.1.1 Compliance with local ordinance

5.106.1.2 Best Management Practices (BMP) - examples include scheduling construction activity, preservation of natural vegetation and soil, drainage swales, erosion control, mulching, protection of storm drain inlets, perimeter sediment control, sediment trap, stable construction exits, and wind erosion control.

Rater will conduct field verification and collect
documentation of stormwater and/or erosion control
plan with practices listed.

Please Select

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.

5.106.4.1.1 Short-term Bicycle Parking [BSC] - If new projects, additions or alterations are anticipated to generate new traffic, provide permanent racks within 200 feet of visitors' entrance that is readily visible, 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.

5.106.4.1.2 Long-term Bicycle - New buildings with over 10 tenant-occupants or for additions or alterations that add 10 or more tenant vehicle parking spaces, provide secure bicycle parking for 5% of the tenant vehicular parking spaces being added, with a minimum of one space. Accepted parking facilities shall be convenient from the street and shall meet the following:

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

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Rater will collect documentation of bicycle and car
quantity calculations data.

Field verification location and quantity of bicycle
parking installed. If short-term bicycle parking is
provided, field verify short-term parking location is
within 200 feet of visitors' entrance. If long-term
bicycle parking is provided, field verify parking
location is convenient for bicyclist from street,
covered, and lockable rack, room, or locker.

Please Select

5.106.5.2 Designated Parking
for clean air vehicles
New projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles. See Table 5.106.5.2
Rater will collect documentation of vehicular quantity
calculations data and field verify designated parking
space quantities.

Please Select

5.106.5.2.1 Parking stall marking Paint, in the paint used for stall striping, the following characteristics such that the lower edge of the last word aligns with end of the stall striping and is visible beneath a parked vehicle : "CLEAN AIR/VANPOOL/EV" (2010 CALGreen Guide notes "letters at least 8 inches high") Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces.

Field verification of painted letters and location
within parking stalls under section 5.106.6.2. and
letter height to be at least 8 inches high.

Please Select
CALGreen Mandatory Non Residential Measures Checklist
Division 5.1 - PLANNING AND DESIGN
Instructions: Complete CALGreen Compliance is required for all New Construction projects and is a prerequisite for GreenPoint Rated. The GreenPoint Rater will indicate whether each specific CALGreen requirement is met, unmet, or not applicable, and provide notes on how the building has met each requirement. GreenPoint Raters should keep all verification documentation for quality assurance/control reviews by Build It Green. Build It Green put together a verification manual for CALGreen in addition to the CALGreen Code part 11 and the CALGreen guidebook supplied by Housing Community Development. Please fill out all fields, marking fields that do not apply to your specific project with an "N/A." Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency.

CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.106.8 Light Pollution
Reduction
Number 1 and exceptions 1 and 2 of this code section are effective July 1, 2014.

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 1-4 as defined in Chapter 10 of the California Administrative Code; and

2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM-15-11; and

3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, 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 Section 147 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.

Rater will collect documentation of outdoor/site
lighting plan including light zone, luminaire type and
BUG Rating, and location and outdoor lighting
schedule. Rater will complete field verification of
luminaire type and location as per outdoor/site
lighting plan.

Please Select

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.

Rater will review building plans for design and
conduct field verification for installation grading or
drainage system.

Please Select

SECTION MEASURE NAME REQUIREMENTS VERIFICATION METHOD RESULTS OF

VERIFICATION VERIFIER NOTES

5.303.1.1 New Buildings or
Additions 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, 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. b. Make up water for evaporative coolers greater than 6 gpm. c. Steam and hot-water boilers with energy input more than 500,000 Btu/h.

Rater will collect documentation of non-residential
plumbing plan and water consumption data
calculations and documentation of hot-water boiler
energy data. Rater will complete field verification of
non-residential spaces' water consuming
appliances/systems/fixtures, cooling towers, and hot-
water boilers and associated meters.

Please Select

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 1,000 gal/day.

Rater will collect documentation of plumbing plan
and water consumption data calculations. Rater will
complete field verification of submeter area serviced.

Please Select

5.303.2 Water Reduction Plumbing fixtures shall meet the maximum flow rate values in Table 5.303.2.3.

Exception: Buildings that demonstrate 20-percent overall water use reduction. In this case, a calculation demonstrating a 20-percent reduction in the building "water use baseline," as established in Table 5.303.2.2, shall be provided.

5.303.2.1 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

5.303.2 and Section 5.303.3 shall apply to new fixtures in additions or areas of alteration to the building
Rater will collect documentation of plumbing fixtures
schedule and manufacturer plumbing fixture
flow/flush rates.

Rater will complete field verification of plumbing
fixtures installed. If flow/flush rate is not shown on
fixture, confirm fixture model and flow/flush rate
with manufacture data sheet.

Please Select
DIVISION 5.3 - WATER EFFICIENCY AND CONSERVATION
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

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:
ϱ͘ϯϬϯ͘ϯ͘ϭͲtĂƚĞƌůŽƐĞƚƐ͗чϭ͘ϮϴŐĂůͬĨůƵƐŚ
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.
ϱ͘ϯϬϯ͘ϯ͘ϮtĂůůŵŽƵŶƚĞĚhƌŝŶĂůƐ͗чϬ͘ϭϮϱŐĂůͬĨůƵƐŚ͘&ůŽŽƌŵŽƵŶƚĞĚƵƌŝŶĂůƐϬ͘ϱŐƉĨ ϱ͘ϯϬϯ͘ϯ͘ϯ͘ϭ^ŝŶŐůĞ^ŚŽǁĞƌŚĞĂĚƐ͗чϮ͘ϬŐƉŵΛϴϬƉƐŝ

5.303.3.3.2 Multiple Showerheads Serving One Shower: combined flow rate of all showerheads ĂŶĚͬŽƌŽƚŚĞƌƐŚŽǁĞƌŽƵƚůĞƚƐĐŽŶƚƌŽůůĞĚďǇĂƐŝŶŐůĞǀĂůǀĞƐŚĂůůŶŽƚĞǆĐĞĞĚϮ͘ϬŐƉŵΛϴϬƉƐŝŽƌŽŶůǇ one shower outlet is to be in operation at a time
Note: A hand-held shower shall be considered a showerhead. ϱ͘ϯϬϯ͘ϯ͘ϰ͘ϭEŽŶƌĞƐŝĚĞŶƚŝĂů>ĂǀĂƚŽƌǇ&ĂƵĐĞƚƐ͗чϬ͘ϱŐƉŵΛϲϬƉƐŝ ϱ͘ϯϬϯ͘ϯ͘ϰ͘Ϯ<ŝƚĐŚĞŶ&ĂƵĐĞƚƐϭ͘ϴŐƉŵΛϲϬƉƐŝ
ϱ͘ϯϬϯ͘ϯ͘ϰ͘ϯtĂƐŚ&ŽƵŶƚĂŝŶƐϭ͘ϴŐƉŵΛϲϬƉƐŝ
ϱ͘ϯϬϯ͘ϯ͘ϰ͘ϰDĞƚĞƌŝŶŐ&ĂƵĐĞƚƐ͗чϬ͘ϮϬŐĂůůŽŶƐƉĞƌĐǇĐůĞΛϲϬƉƐŝ ϱ͘ϯϬϯ͘ϯ͘ϰ͘ϱDĞƚĞƌŝŶŐ&ĂƵĐĞƚƐĨŽƌǁĂƐŚĨŽƵŶƚĂŝŶƐ͗чϬ͘ϮϬŐĂůůŽŶƐƉĞƌĐǇĐůĞΛϲϬƉƐŝ Rater will field verify flush rate of water fixture. If no flush rate is found on fixture, confirm fixture to
manufacture data sheet with flush rate noted.

Please Select

5.303.4.1 Commercial Kitchen -
Food Waste
Disposers
Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use or shall automatically shut off after no more than 10 minutes of activity. Disposers shall use no more than 8gpm of water.

Rater will collect documentation of specifications of
disposer if installed.

Please Select

5.304.2 and 5.304.4 Outdoor Water Use
in Landscape areas
equal to or greater
than 500 square feet
As of December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options.

1. A local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

2. Projects with aggregate landscape areas less than 2,500 square feet may comply with MWELO's Appendix D Prescriptive Compliance Option.

1. Prescriptive measures to assist in compliance with the water budget are available in the Model Water Efficient
Landscape Ordinance which may be found at:
http://www.water.ca.gov/wateruseefficiencY/docs/W ate rOrdSec492 .cfm

2. The water budget calculator for use with the 0.55 ETAF is available at http://www.water.ca.gov/wateruseefficiency/landscapeordinance/ information on emergency rule making: http://www.bsc.ca.gov/Rulemaking/emergency.aspx Express terms: http://www.documents.dgs.ca.gov/bsc/2015TriCycle/BSC-Meetings/EmergencyRegs/HCD-EF-01-15-ET-Pt11.pdf Rater will collect documentation of permitted
landscape and irrigation plan and field verify
landscape and irrigation conforms to local or CDWR
Model water ordinance.

Please Select

5.304.4 Outdoor Potable
Water Use
For new landscape area 1,000 sf to 5,000 sf, install a submeter or metering device. Rater will field verify size of landscape area per plans.

If 1,000 to 5,000 sf, field verify a submeter or
metering device for that landscape area.

Please Select

5.304.3 Irrigation Design For cumulative landscaped area of 1,000-2,500 sf, install irrigation controllers and sensors which include the following:

5.304.3.1 Irrigation Controllers - Automatic systems installed at time of final inspection shall comply with:

1. Controllers shall be weather- or soil moisture-based that automatically adjust irrigation in response to changes in plants' needs.

2. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor that connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input.

Rater will collect documentation of irrigation
schedule and field verify installation of irrigation
controllers.

Please Select
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

SECTION MEASURE NAME REQUIREMENTS VERIFICATION METHOD RESULTS OF

VERIFICATION NOTES

5.407.1 Weather Protection Provide a weather-resistant exterior wall and foundation envelope as required by CBC Section 1403.2 and CEC Section 150.

Rater will field verify the air space depth, ventilated drainage plane system, and penetration of the
flashing.

Please Select

5.407.2.1 Sprinklers Design and maintain landscape irrigation systems to prevent spray on structures. Rater will review the plans and specifications to confirm that the sprinkler design are included in the
submitted plans. Rater may conduct field verification.

Please Select

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 the buildings as follows:

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.

Please Select

5.408.1.1 Construction Waste
Management Plan
Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste.

Where a local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plan that

1. Identifies 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 or bulk mixed.

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.

Rater to submit Construction Waste Management
Worksheet indicating waste generated and diverted.

Please Select

5.410.1.1 Additions. [A] 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 on site.

5.410.1.2 Sample Ordinance - Space allocation for recycling areas shall comply with Chapter 18, Rater will conduct field compliance verification and
takes photos of the recycling center(s).

Please Select
DIVISION 5.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION, DISPOSAL & RECYCLING) CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.410.2 Commissioning [N] &ŽƌŶĞǁďƵŝůĚŝŶŐƐшϭϬ͕ϬϬϬƐƋĨƚ͕ďƵŝůĚŝŶŐĐŽŵŵŝƐƐŝŽŶŝŶŐƐŚĂůůďĞŝŶĐůƵĚĞĚŝŶƚŚĞĚĞƐŝŐŶĂŶĚ construction processes of the building project. Requirements 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. Dry storage warehouses of any size.

2. Areas < 10,000 sqft. used for offices or other conditioned accessory spaces within dry storage warehouse.

3. Tenant improvements 10,000 sqft. as described in Section 303.1.1.

4. Commissioning requirements for energy systems covered by the 2013 CEC.

All building operating systems, process equipment and controls, and renewable energy systems covered by Title 24, Part 6, shall be included in scope of commissioning requirements.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.2.1 Owner's or Owner
Representative's
Project
Requirements (OPR)
Number 2 of this code section is effective July 1, 2014.

This documentation shall include:

1. Environmental and sustainability goals.

2. energy efficiency goals [Refer to 2013 CEC, Section 120.8(b).

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. 7 C i i i R t
Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.2.2 Basis of Design (BOD) Numbers 1, 2, and 3 of this code section are effective July 1, 2014.

The BOD shall be completed at the design phase of the building project and cover the following systems:

1. HVAC systems and controls. Refer to 2013 CEC, Section 120.8 (c)

2. Indoor lighting and system and controls. Refer to 2013 CEC, Section 120.8 ©

3. Water heating system. Refer to 2013 CEC, Section 120.8 (c)

4. Renewable energy systems.

5. Landscape irrigation systems.

6. Water reuse systems.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.2.3 Commissioning Plan Prior to permit issuance a commissioning plan shall be completed and shall include:

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 commission shall be included.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.2.4 Functional
Performance Testing
Demonstrate the correct installation and operation of each component, system and system-tosystem interface in accordance with the approved plans and specifications. The report shall contain information addressing each of the building components tested, the testing methods utilized, and include and readings and adjustments made.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.410.2.5 Documentation and
Training
A systems manual and systems operations training are required, including OSHA requirements in California Code of Regulations (CCR), Tile 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems Manual - The manual shall include:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic O & M, 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 code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems Operations Training - A program for training of the appropriate maintenance staff for each equipment type and/or system shall include:

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.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.2.6 Commissioning
Report
A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to owner or representative.

Note: For guidance on implementation, refer to Appendix A6, Division A6.1, of this code.

Rater will collect a copy of the Homeowner Manual
to review and compare to list of required
components for compliance with this measure.

Please Select

5.410.4 Testing & Adjusting Testing and adjusting of systems shall be required for new buildings < 10,000 sqft. Or new systems to serve an addition or alteration subject to Section 303.1.

Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select

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, as applicable to the project:

1. HVAC systems and control

2. Indoor and outdoor lighting and controls.

3. Water heating systems.

4. Renewable energy systems.

5. Landscape irrigation systems.
6 Water reuse systems
Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select

5.410.4.3 Procedures Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select

5.410.4.3.1 HVAC Balancing Before a new space-conditioning system is operated for normal use, balance the system 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 enforcing agency.

Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select

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.

Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select

5.410.4.5 Operation and
Maintenance (O &
M) Manual
Provide detailed O & M instructions and copies of guaranties/warranties for each system.

5.410.4.5.1 Inspections and reports - Include a copy of all inspection verifications and reports required by enforcing agency.

Rater will collect copies of the testing, and adjusting and balancing reports after all the functional testing
has been completed.

Please Select
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

SECTION MEASURE NAME REQUIREMENTS VERIFICATION METHOD RESULTS OF

VERIFICATION NOTES

5.503.1 Fireplaces Any installed gas fireplace shall be a direct-vent sealed-combustion or sealed wood-burning type.

5.503.1.1 Wood Stoves - Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable.

The fireplace must be consistent with California Energy Code, Part6, Subchapter 7, Section 150.

Examples include having a closeable metal or glass doors covering the entire opening of the firebox, a 6 sq. in. combustion air duct from the outside, and equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.

Field verification of installed fireplace and
documentation of compliance with US EPA Phase II
emissions if appropriate.

Please Select

5.504.1.3 Temporary
Ventilation
Permanent HVAC system shall be used during construction only if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If HVAC system is used, use return air filters with a Minimum Efficiency Reporting Value (MERV) 8 or an average efficiency of 30%. Replace all filters immediately prior to occupancy or at the conclusion of construction if building is occupied.

Rater shall review permit set of plans to verify which
air quality practices the contractor is to use on the
project and may ask for demonstration during site
visit.

Please Select

5.504.3 Covering of Duct
Openings and
Protection of
Mechanical
Equipment During
Construction
At the time of rough installation, during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered. Tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris entering the system may be used.

Field verification of protected ducts throughout
construction process.

Please Select

5.504.4 Finish Material
Pollutant Control
Finish materials shall comply with Sections 5.504.1 through 5.504.4. Documentation of VOC levels, coverage, and invoice.

Rater has the option of conducting field
observations. Additional documentation may be
required by enforcing agency.

Please Select

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 (www.aqmd.gov/rules/reg/reg11/r1168.pdf). VOC limits, as shown in Tables 5.504.4.1 or 5.504.4.2. Such products shall also comply with 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 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

Documentation of VOC levels of product and invoice
or equivalent to verify installed product. Sample
documentation (PC 1 - PC 3) is available here.

Please Select

5.504.4.3 Paints and Coatings Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, as shown in Table 4.504.3 (see right) unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3, shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. As a reference the threshold for Flat is 50 g/l and the threshold for Nonflat is 100 g/l.

Documentation of VOC levels of product and invoice.

Sample documentation (PC 5 - PC 7) is available here.

Please Select
Division 5.5 - ENVIRONMENTAL QUALITY
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.504.4.3.1 Aerosol Paints and
Coatings
Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522 (c)(2) and (d)(2) of the California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.

Documentation may include, but is not limited to, the
following:

1. Manufacturer's product specification.

2. Field verification of on-site product containers.

Please Select

5.504.4.4 Carpet Systems All carpet installed in the building interior shall meet the testing and product requirements of one of the following:

1. Carpet and Rug Institute's Green Label Plus Program

2. California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version

1.1, February 2010 (also known as Specification 01350.)

3. NSF/ANSI 140 at the Gold level or higher

4. Scientific Certifications Systems Sustainable Choice; or

5. Compliant with the California Collaborate for High Performance Schools Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the product database.

Documentation of certification of product and
invoice or equivalent to verify installed product.

Sample documentation (PC 9 - PC 11) is available
here.

Please Select

5.504.4.4.1 Carpet Cushion All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program.

Documentation of certification of product and
invoice or equivalent to verify installed product.

Sample documentation (PC 9 - PC 11) is available
here
Please Select

5.504.4.4.2 Carpet Adhesive All carpet adhesives shall meet the requirements of Table 5.504.4.1. Documentation of VOC levels of product and invoice or equivalent to verify installed product. Sample
documentation (PC 1 - PC 3) is available here.

Please Select

4.504.4.5 Composite Wood
Products
Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. seq.), by or before the dates specified in those sections shown in Table 5.504.4.5.

Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists, or finger-jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a).

Documentation shall include one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting Title 17c
Section 93120, et seq.)

4. Exterior grade products marked as meeting the PS-
1 or PS-2 standards of the Engineered Wood
Association, AS/NZS 2269 or European 636 3S
standards.

Please Select

5.504.4.6 Resilient Flooring
Systems
Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following:

1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database.

2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program.

3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.

4. Meet the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers”, Version 1.1, February 2010 (also known as Specification 01350.) Documentation of certification of product and
invoice or equivalent to verify installed product.

Sample documentation (PC 9 - PC 11) is available
here.

Please Select

5.504.5.3 Filters Exception 1 of this code section is effective July 1, 2014.

Provide air filtration media for outside and return air that provides at least MERV 8. Install prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the O & M manual.

EXCEPTIONS:

1. An ASHRAE 10%-15% efficiency filter is permitted for HVAC Unit meeting 2013 CEC having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow.

Rater to collect documentation of MERV rating. Please Select

5.504.7 Environmental
Tobacco Smoke (ETS)
Control
Where outside areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable window and within buildings. When policies are not in place, post signage to inform building occupants of the prohibitions.

The rater will verify established smoking area and
signage installed in the field.

Please Select
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.505.2.1 Capillary Break A capillary break shall be installed in compliance with at least one of the following:

1. Install a vapor retarder in contact with concrete and in contact with a 4-inch thick base of ½ inch or larger aggregate. The concrete mix design shall be designed to address bleeding, shrinkage, and curing. The vapor barrier must overlap by a recommended 6 inches and taped with water resistant tape. For additional information, see American Concrete Institute, ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.

3. A slab design specified by a licensed design professional.

Note: Section 4.505.2 states Concrete slab foundations required to have a vapor retarder by the California Building Code, Chapter 19; or the California Residential Code, Chapter 5, shall also comply with this section.

Plan review of plans demonstrating vapor retarder to
be installed and field verification of installed vapor
barrier.

Please Select

5.505.1 Indoor Moisture
Control
Buildings shall meet or exceed the provisions of CBC, CCR, Title 24, Part 2, Sections 1203 (Ventilations) and Chapter 14 (Exterior Walls). See Section 5.407.2 of this code for additional measures not applicable to low-rise residential buildings.

Field verification of vented attic and crawlspace or
compliance with exceptions.

Field verification of local exhaust in bathrooms and
kitchens.

Accountability form from General Contractor of
compliance with Section 1203 Ventilation and
Chapter 14 Exterior Walls including drainage plan
and installation to manufacturer's recommendations.

Please Select

5.506.1 Outside Air Delivery This code section is effective July 1, 2014.

Mechanically or naturally ventilated spaces in building, meet the requirements of Section 121 or the 2010 CEC, or applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR Title 8
Field verification of installed whole house fan that
complies with measure.

Please Select

5.506.2 Carbon Dioxide
Monitoring
This code section is effective July 1, 2014.
&ŽƌďƵŝůĚŝŶŐƐĞƋƵŝƉƉĞĚǁŝƚŚĚĞŵĂŶĚĐŽŶƚƌŽůǀĞŶƚŝůĂƚŝŽŶ͕KЇƐĞŶƐŽƌƐĂŶĚǀĞŶƚŝůĂƚŝŽŶĐŽŶƚƌŽůƐƐŚĂůů be specified and installed in accordance with requirements of the 2013 CEC, Section 120 (c )(4).

Documentation in the form of building-specific
calculations and mechanical plans incorporating
requirements of Manuals J, D, and S. Statement from
HVAC designer indicating compliance with this
measure.

Please Select

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 by ASTM E 1332, using either the prescriptive or performance method.

Rater to review the plans, specifications and
calculations to confirm that STC ratings are included
which meet the requirements of this section.

Please Select

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 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 65 CNEL noise contour of an airport.

2. Within 65 CNEL noise contour of a freeway, railroad, industrial source or fix guided source as determined by the Noise Element of the General Plan.

Rater to review the plans, specifications and
calculations to confirm that STC ratings are included
which meet the requirements of this section.

Please Select

5.507.4.1.1 Noise Exposure
Where Noise
Contours Are Not
Readily Available
Buildings exposed to noise levels of 65 dB Leq-1-hr during any hour of operation shall have exterior wall and roof ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45, with exterior windows of a minimum STC of 40.

Acoustical Analysis documenting compliance with
interior sound level by personnel approved by
architect or engineer of record.

Please Select

5.507.4.2 Performance
Method
Provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level 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.

Acoustical Analysis documenting compliance with
interior sound level by personnel approved by
architect or engineer of record.

Please Select

5.507.4.3 Interior Sound
Transmission
Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public spaces shall have an STC of at least 40.

Note: Examples of assemblies and STC ratings can be found at California Office of Noise Control:
http://www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf Rater to review the plans, specifications and
calculations to confirm that STC ratings are included
which meet the requirements of this section.

Please Select
CALGreen Mandatory Non Residential Measures Checklist CALGreen Checklist Version1.0 for GPR Version 6.0

5.508.1 Ozone depletion and
Greenhouse Gas
Reductions

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.

Rater to review plans and product data sheets to
verify installed equipment.

Please Select

SECTION MEASURE NAME REQUIREMENTS VERIFICATION METHOD RESULTS OF

VERIFICATION NOTES
702.1 Installer Training HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or
certification program.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:
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ͻWƵďůŝĐƵƚŝůŝƚǇƚƌĂŝŶŝŶŐƉƌŽŐƌĂŵƐ
ͻdƌĂŝŶŝŶŐƉƌŽŐƌĂŵƐƐƉŽŶƐŽƌĞĚďǇƚŚĞƚƌĂĚĞ͕ůĂďŽƌŽƌƐƚĂƚĞǁŝĚĞĞŶĞƌŐǇĐŽŶƐƵůƚŝŶŐŽƌǀĞƌŝĨŝĐĂƚŝŽŶ organizations
ͻWƌŽŐƌĂŵƐƐƉŽŶƐŽƌĞĚďǇŵĂŶƵĨĂĐƚƵƌŝŶŐŽƌŐĂŶŝǌĂƚŝŽŶƐ
ͻKƚŚĞƌƉƌŽŐƌĂŵƐĂĐĐĞƉƚĂďůĞďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ
HVAC installer to provide documentation of training
and certification and installer supervision/ reporting
structure to demonstrate compliance.

Please Select
702.2 Special Inspection Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting.

HVAC installer to provide documentation of training
and certification and installer supervision/ reporting
structure to demonstrate compliance.

Please Select
703.1 Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen HVAC installer to provide documentation of training
and certification and installer supervision/ reporting
structure to demonstrate compliance.

Please Select
Division 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS (QUALIFICATIONS, VERIFICATIONS) By filling out this document and writing my name below, I verify that the information provided above is accurate, to the best of my knowledge. I have reviewed the measures listed above in every unit or completed allowable sampling. The above measures have been implemented to the full extent of CALGreen as outlined in the California Green Building Code. If necessary during any audit process, I can provide backup documentation for the measure(s) claimed above.

Rater Name:

Documentation of VOC levels of product and invoice.

Sample documentation (PC 5 - PC 7) is available here.

Please Select

CALGREENMANDATORYNON-RESIDENTIALMEASURESCHECKLIST

Page 104 of 134 ends

REVISIONS: BY: MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS ALTOS ROAD MONTE SERENO, CA 08/22/24 MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.com [email protected] P
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ABRAHAM STAL L
EXP. MAR 31, 2025 TITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED. MONTEREY ENERGY GROUP, INC.

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

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DATE:

REVISIONS: BY:

AS NOTED NOTES
MEG
M0.1

SHEET OF SHEETS

ABBREVIATIONS
T
SIZE
SIZE

SIZE SIZE
SIZE

MECHANICAL LEGEND

DUCT SYSTEM INSTALLATION

REGISTERS
NEW COMMERCIAL SPLIT SYSTEM HEATING & COOLING UNITS GENERAL PROJECT NOTES:

NEW FANS

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ABRAHAM STAL L
EXP. MAR 31, 2025
SHEET NOTES TITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED. MONTEREY ENERGY GROUP, INC.

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

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MEG
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AS NOTED
1 HVAC PLAN
SCALE: 1/4" = 1'-0"

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1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 09/03/24
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ABRAHAM S
EXP. MAR 31, [email protected] www.montereyenergygroup.com MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX 2 07/25/24 MEG
3 09/03/24 MEG TITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED. MONTEREY ENERGY GROUP, INC.

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY:

AS NOTED LEGENDS, SCHEDULES, NOTES & DETAILS
MEG
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SHEET OF SHEETS

SYMBOLS

PLUMBING ABBREVIATIONS
fluid
temperature
range
(°f)
temperature
conductivity
range
(in btu-inch per
hour square
foot per °f)

INSULATION

MEAN RATING
1 TO< 1.5
(°f)

NOMINAL PIPE DIAMETER (IN INCHES)
< 1 1.5 TO< 4.5 4 TO< 8
8 AND
LARGER

INSULATION THICKNESS REQUIRED (IN INCHES)

SPACE HEATING, HOT WATER SYSTEMS (STEAM, STEAM CONDENSATE

AND HOT WATER) AND SERVICE WATER HEATING SYSTEMS
ABOVE 350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0
251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5
201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0
141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0
105-140 0.22-0.28 100 1.0 1.5 1.5 1.5 1.5

SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE) 40-60 0.21-0.27 75 0.75 0.75 1.0 1.0 1.0
BELOW 40 0.20-0.26 50 1.0 1.5 1.5 1.5 1.5
FROM TABLE 120.3-A 2022 CEC

PIPE INSULATION THICKNESS TABLE

CAL GREEN FIXTURE CONNECTION TABLE
3/4"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
2"
2"
2"
1/2"
3/4" 3/4"
1/2"
3/4"
3/4"
3/4"
3/4"
2" 1-1/2"
3" 2" 1/2"
1/2"
NA
1/2"
2 2"
1-1/2"
2"
1-1/2"
1-1/2"
1 1-1/2"
3"
NOTES:

1. Dual-Flush or equal to or less than 1.28 gallon per flush

2. Individual control valves of the pressure balance or thermostatic mixing valve type shall be provided.

3. Plumbing fixtures shall meet the standard referenced in CGBSC Table 4.303.3

4. When a shower is served by more than one showerhead, the combined flow rate of all 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 to be in operation at a time. (Note: hand-held shower is to be considered a showerhead)

1.8 2
@ 80 PSI

1.2 @ 60 PSI

1.8 @ 60 PSI

1.8 @ 80 PSI
4 4

REDUCED PRESSURE
SHUT-OFF VALVE #1 PRINCIPLE ASSEMBLY
CHECK VALVE #2
CHECK VALVE #1

STRAINER

RECOMMENDED
FLOW

HINGED ACCESS OR

REMOVABLE INSULATED

ENCLOSURE TO INCLUDE

DRAIN PORT(S)
TEST
COCK #1
LOWEST
POINT

OR RELIEF
VALVE
OUTLET

AWAY FROM

SLOPE GROUND
COVER (TYP.)
SLEEVE REQUIRED (TYP.)

SUPPORT AS

REQUIRED BY

DESIGNER
MIN. 4" THICK

CONCRETE

PAD REQUIRED

SLEEVE REQUIRED
(TYP.)
END OF THE ASSEMBLY.

PIPE FOR MIN. OF 5' ON EACH

TYPE K OR L COPPER TUBING
SEE NOTE #2
SHUT-OFF VALVE #2 12" MIN. 30" MAX.

SUPPORT AS

REQUIRED BY

DESIGNER

OPTIONAL
DOUBLE BACK FLOW PREVENTION DEVICE 1
1 ELECTRIC WATER HEATERS

Page 110 of 134 ends

1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 09/03/24
CU

ONAL ENGI TAL L
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LIF OF CA
ETAT S
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REGISTERED PROFESSI
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SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY: PLUMBING SPECIFICATIONS
MEG
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AS NOTED

PLUMBING SPECIFICATIONS

Page 111 of 134 ends

1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 09/03/24
CU

ONAL ENGI TAL L
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IA N OR

LIF OF CA
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ABRAHAM S
EXP. MAR 31, [email protected] www.montereyenergygroup.com MONTEREY ENERGY GROUP Consulting Mechanical Engineering 26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923 831-372-8328 VOICE 831-359-4173 FAX 2 07/25/24 MEG
3 09/03/24 MEG
SHEET NOTES TITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED. MONTEREY ENERGY GROUP, INC.

SHEET:

CHECKED:

FILE NAME:

CHECKED:

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DATE:

REVISIONS: BY:
1 WASTE & VENT PLAN
SCALE: 1/4" = 1'-0" PLUMBING PLAN
MEG
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AS NOTED
2 DOMESTIC WATER PLAN
SCALE: 1/4" = 1'-0"
2 3 Page 112 of 134
D
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ELECTRICAL SHEET NOTES:
1 PROVIDE CONNECTION TO HEAT PUMP. COORDINATE WITH MECHANICAL CONTRACTOR. 2 PROVIDE CONNECTION TO ELECT WATER HEATER. COORDINATE WITH PLUMBING CONTRACTOR. 3 PROVIDE CONNECTION TO EXHAUST FAN. COORDINATE WITH MECHANICAL CONTRACTOR. 4 EXISTING METER MAIN TO REMAIN.
5 PROVIDE CONNECTION TO REFRIGERATOR. COORDINATE WITH INSTALLER. 6 PROVIDE AND INSTALL 2 POLE, 30 AMP, 600 VOLT, HORSEPOWER RATED, FUSED DISCONNECT SWITCH, IN A NEMA 3R ENCLOSURE. FUSES SIZED PER THE MANUFACTURER'S NAME PLATE RATING. 7 PROVIDE CONNECTION TO AIR HANDLER. COORDINATE WITH MECHANICAL CONTRACTOR.

GENERAL NOTES:

1. COORDINATE THE LOCATION OF ALL DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN.

2. ALL EXTERIOR LIGHT FIXTURES SHALL BE CONNECTED TO A-22.

3. ALL INTERIOR LIGHT FIXTURES SHALL BE CONNECTED TO A-20.

4. ALL EXTERIOR LIGHT FIXTURES SHALL BE WATER PROOF.

5. FIXTURES TYPE EM, X, AND X1 SHALL HAVE 90 MIN OF BATTERY BACK-UP. 3 Page 113 of 134
M
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ELECTRICAL SHEET NOTES:
1 EXISTING METER MAIN TO REMAIN.
2 PROVIDE CONNECTION TO EXISTING METER MAIN.
3 3#1/0 PLUS 1#6 GROUND WIRE IN 2” CONDUIT.
4 PROVIDE SPAN PANEL.
5 PROVIDE AND INSTALL 2 POLE, 150 AMP CIRCUIT BREAKER WITH MOUNTING HARDWARE. THE CIRCUIT BREAKER'S INTERRUPTION RATING SHALL MATCH THE EXISTING BREAKERS IN THE PANEL. THE ELECTRICAL CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF THE CIRCUIT BREAKER PRIOR TO BIDDING THE PROJECT. 3 Page 114 of 134
DIVISION 16 _ ELECTRICAL
SECTION 16010 _ ELECTRICAL GENERAL PROVISIONS

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
A. Refer to the General Conditions, Supplementary General Conditions, and Division 1 General Requirements.

B. Provisions of this Section shall apply to all Sections of Division 16.

1.02 SCOPE OF WORK
A. Sections covered in Division 16 are related to one another and shall be considered as a whole. The separation into sections and articles is for clarity purpose only.

B. Furnish and install all materials and equipment and provide all labor required and necessary to complete the work shown on the drawings and/or specified in all Sections of Division 16 and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation including all accessories and appurtenances required for testing the system. It is the intent of the drawings and specifications that all systems be complete, and ready for operation.

1.03 CODE COMPLIANCE
A. All work and materials shall comply with the latest rules, codes and regulations, including, but not limited to the following. The code editions being enforced shall be complied with.

1. Occupational Safety and Health Act Standards (OSHA).

2. NFPA #70 _ California Electrical Code. Before starting installation, contact the City electrical inspector and determine which edition of the Code is being enforced.

3. NFPA #101 _ Life Safety Code.

4. All other NFPA standards.

5. California State Safety Orders and California Electrical Code Title 24.

6. All other applicable Federal, State and local laws and regulations.

B. Code compliance is mandatory. Nothing in these Drawings and Specifications permits work not conforming to these codes. Where work is shown to exceed minimum code requirements, comply with drawings and specifications.

C. No work shall be concealed until after inspection and approval by proper authorities. If work is concealed without inspection and approval, the Contractor shall be responsible for all work required to open and restore the concealed areas in addition to all required modifications.

D. All work shall be done by a state of California licensed C-10 Electrical Contractor.

1.04 LICENSE, FEES AND PERMITS
Arrange for required inspections and pay all license, permit and inspection fees. Contractor shall notify all interested parties when this work is ready for any necessary inspections. A copy of signed off permits and originals shall be turned over to the Owner.

1.05 CONDITIONS AT SITE
A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not.

B. Lines of other services shown on the drawings as existing or visibly evident at the site that are damaged as a result of this work shall promptly be repaired at no expense to the Owner to the complete satisfaction of the Owner.

1.06 DRAWINGS AND SPECIFICATIONS
A. All drawings and all Divisions of these specifications shall be considered as a whole and work of this Division shown anywhere therein shall be furnished under this Division.

B. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by architectural, structural and mechanical conditions of the job. Consult all other drawings in preparation of the bid. Extra lengths of wiring or addition of pull or junction boxes, etc., necessitated by such conditions shall be included in the bid. Check all information and report any apparent discrepancies before submitting bid.

C. Right is reserved to make change up to ten feet in location of any outlet or equipment prior to roughing_in without increasing contract cost.

D. The latest issue of a particular drawing shall take preference over earlier issues.

1.07 SAFETY AND INDEMNITY
A. Safety: The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. See also General Conditions and Supplemental General Conditions.

B. No act, service, drawing review or construction review by the Owner, the Architect, the Engineers or their Consultants is intended to include review of the adequacy of the Contractor's safety measures, in, on, or near the construction site. See also General Conditions and Supplemental General Conditions.

C. Indemnity: The Contractor will hold harmless, indemnify and defend the Owner, the Architect, their Consultants and each of their officers, employees and agents, from any and all liability claims, losses or damage arising or alleged to arise from the performance of the work described herein, but not including the sole negligence of the Owner, the Architect, and their consultants, and each of their officers, employees and agents.

1.08 RECORD DRAWINGS
Provide one set of drawings, within seven days of project final-final review, that have been marked with red ink that show all changes in the installation that are different than what is shown on the contract drawings.

1.09 GUARANTEES
All materials and equipment furnished under this Specification and/or Drawings shall be guaranteed in writing for a period of one (1) year from the date of final acceptance against defective material, design and workmanship. In addition, the Contractor shall guarantee in writing that the system as a whole shall be free of defects for a period of one (1) year from the date of final acceptance, the system shall operate perfectly, and all apparatus shall perform in accordance with their individual Specifications.

Upon receipt of notice from the Owner of failure of any material, equipment or section of the system, during the guarantee period, the Contractor shall make all necessary corrections promptly and without expense or inconvenience to the Owner. Contractor shall replace or repair defects arising in work of this Division and any damage resulting therefrom.

1.10 Definitions and Abbreviations Applicable to Drawings and Specifications.

Refer to the California Electrical Code Article 100 for definitions related to electrical work. The specifications and notes on the drawings are directed as instructions to the Contractor and the words "the contractor shall" are hereby included in each instruction which uses the verb Furnish, Install, Provide, Rough_in, Use.

1.11 Definitions
Above GradeNot buried in ground and not embedded in concrete slab on ground.

Below Grade Buried in ground or embedded in or below concrete slab on ground.

Underground Buried in ground, including under building slabs.

Wiring Electrical raceway, conductors and connections.

Concealed Inside building above grade enclosed within walls, furred spaces, crawl spaces, attics, etc., and not visible; not directly accessible.

Connect Complete functional hookup of item with indicated services.

Exposed Either visible or subject to mechanical or weather damage, indoors or outdoors, including areas such as mechanical and storage rooms; directly accessible.

Furnish Supply and deliver complete.

Indoor Enclosed within building structure, including inside crawl spaces, roof overhangs, etc.

Install Place, secure and connect as required to make fully operational.

Outdoor Outside of building structure, including on roof, under eaves, along exterior walls, etc.

3.08 CONSTRUCTION REVIEW
The Engineer's field representative will provide his client with a continuing source of professional advice, opinions and recommendations based on the field representative's observations of the Contractor's performance of work.

All services rendered by Engineer are professional opinions and recommendations. Under no circumstances is it the intent of the Engineer to directly control the physical activities of the Contractor or his employees.

END OF SECTION
SECTION 16020 _ BASIC CONSTRUCTION MATERIALS AND METHODS

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
A. Refer to the General Conditions; Supplementary General Conditions, and Division 1 General Requirements.

1.02 DESCRIPTION
A. Work included in this Section are conduits, wires, and other miscellaneous materials not specifically mentioned in other Sections of Division 16, but necessary or required for equipment or system operation or function.

B. Related work included in other Sections: All other Sections of Division 16.

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to this Section.

1.04 SUBMITTALS
A. Materials list with manufacture, style, series or model identified.

B. Manufacturer's descriptive literature.

2.00 PRODUCTS

2.01 CONDUITS AND OTHER RACEWAYS
A. Rigid Steel: Hot dipped galvanized or sherardized.

B. Electrical Metallic Tubing (EMT): Electro_galvanized or sherardized.

C. Plastic: Schedule 80, approved for use as non_metallic raceway for 90oC conductors, Carlon, Kraloy, or Stauffer.

1. Conduit, fittings and glue shall be the product of one manufacturer.

D. Provide fittings and accessories approved for the purpose and equal in all respects to the conduit or raceway. EMT connectors and couplings shall be steel set_screw type indoors and steel compression type in wet locations for outdoors. Connectors shall have insulated throats. Die or pressure cast competitive grade fittings will not be allowed.

E. Minimum size conduit shall be 3/4".

2.02 WIRES AND CABLES:

A. For power and lighting systems 600V or less:

1. Conductor - copper

2. Insulation type
#12 to #1 AWG _ THWN for wet or underground locations and THHN for dry locations. #1/0 through #4/0 AWG _ XHHW (55 Mils).
#250MCM and larger _ XHHW (65 Mils).

3. Conductor pulling tensions shall not exceed manufacturer's recommendations. Whenever necessary, UL listed lubricants compatible with the type of insulation involved may be used. American Polywater Corp. type J, Electro-Compound Co. Poly-eason Y-ErEase or Ideal Industries “Wire Lube” will be acceptable.

B. Acceptable products:

General Electric, Anaconda, Okonite, Paranite, CyprusRome, Pirelli_General or Triangle products conforming or exceeding applicable ICEA standards.

2.03 OUTLET BOXES, JUNCTION AND PULL BOXES
A. Outlet boxes: Hot_dipped galvanized or sherardized of required size, 4" square, minimum, for flush mounted devices and lighting fixtures. Cast type with gasketed covers for outdoor or wet locations.

B. Junction and pull boxes: Use outlet boxes as junction boxes wherever possible. Larger junction and pull boxes shall be fabricated from sheet steel, sized according to code, with screw_on covers, finished gray baked enamel.

2.04 WIRING DEVICES
A. Wall (Local) Switches noted below. Numbers used below are those of Leviton. Equivalent Slater "Medallist" or Bryant, Hubbell, Sierra, G.E., or AH & H are acceptable.

Single Pole Switches #5621-2I 20 amps 277V
Two Pole Switches #5622-2I 20 amps 277V
B. Duplex convenience receptacles _ 3 pole grounded ivory finish, rated 20 amps, 125V, Leviton 16362_I.

C. Ground fault interrupter (GFI) receptacles _ 3 pole grounded ivory finish rated 20 amps, 125V. Leviton #6599-I provide 302 s/s stainless steel plate for indoor and weatherproof lift cover for outdoor installation.

D. Other special purpose receptacles shown on drawings shall be of same quality such as isolated grounding type.

E. Telephone outlet: 4" square box with 3/4” conduit stubbed up into plenum.

F. Device plates: Satin finish stainless steel for flush and galvanized steel for all surface exterior mounted devices. Interior areas, ivory Decora Plus snap-on plates and devices.

Confirm all device plate colors with Architect before purchasing.

Confirm finishes with Architect before ordering. Weatherproof plates shall be stainless steel with hinged cover, Sierra Electric "WKP" series or equivalent.

2.05 FLOOR BOXES:

A. Adjustable, flush unit. Provide carpet flanges where installed in carpet areas. Numbers used are those of Walker. Equivalent Hubbell, Steel City, or Lew products are acceptable.

B. Surface type shall be Steel City, 601 Series with P_60 hinged floor plate and standard duplex receptacles.

2.06 CONDUIT HANGERS
A. For individual conduit runs 1" in size or larger not directly fastened to the structure, use rod hangers manufactured by Caddy, Unistrut or Powerstrut. Clips supported by ceiling hanger wires are not allowed.

B. For multiple conduit runs, use Unistrut or Powerstrut trapeze type conduit support designed for maximum deflection not greater than 1/8".

Provide Furnish and install as defined above; perform work.

Rough_in_ Provide all indicated services and necessary arrangement suitable for making final connections to fixture or equipment.

Use (verb) Furnish and install as defined above.

Schedule of abbreviations and symbols on drawings shown are those most commonly used. Not all shown will appear on drawings and drawings may contain some that are not shown in schedule. Obtain clarification from Engineer on any questionable items before submitting bid.

2.00 PRODUCTS

2.01 REFERENCED STANDARDS
ANSI _ American National Standards Institute
IEEE _ Institute of Electrical and Electronic Engineers NFPA _ National Fire Protection Association
NEMA _ National Electrical Manufacturers' Association
U.L. _ Underwriter's Laboratories, Inc.

2.02 MATERIAL APPROVAL
A. The design, manufacture and testing of electrical equipment and materials shall conform to or exceed latest applicable NEMA, IEEE and ANSI standards.

B. All materials must be new and bear U.L. label. Materials that are not covered by U.L. testing standards shall be tested and approved by an independent testing laboratory or a governmental agency, which laboratory shall be acceptable to the Engineer, Owner and code enforcing authority.

2.03 SUBSTITUTIONS
Substitute material must be considered approved equal to the listed material including, but not limited to, performance, quality of manufacturer, serviceability, service, and spare parts.

Any substituted material must be submitted to the Engineer for his evaluation and approved prior to its acceptance and installation on the job.

2.04 SHOP DRAWINGS AND MATERIALS LIST
A. Submit seven copies of shop drawings and materials lists for all products specified. Submittals shall be reviewed only. Compliance with Specification is Contractor's responsibility.

Contractor shall stamp submittals with a stamp indicating the Contractor has approved the submittals before submitting for engineer's review.

B. All proposed substitutions from specifications must be clearly listed under a prominent heading entitled "SUBSTITUTIONS." C. Submittals must be sufficiently early and complete so as not to delay the work.

D. Specific manufacturer and model trade names are used to establish standards. Where more than one name is given, the first listed is the basis of the project design and will be described fully. Other names indicate product lines of generally comparable quality but are alternate items subject to proof of conformance to specified features and performance for acceptance. Where no specific make of material or equipment is mentioned, an appropriate product conforming to the referenced standards may be used, provided it conforms to the requirements of the system.

2.05 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Deliver, store, and handle materials in a manner to prevent damage.

B. Protect equipment from weather, dampness, vandalism and theft.

3.00 EXECUTION

3.01 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS
A. Only quality workmanship will be accepted. Haphazard or poor installation practice will be cause for rejection of work.

B. Provide the same foreman in charge of this work for the entire length of this project.

C. Quality Assurance and Operational Check- All equipment shall be tested by the contractor for correct function.

D. Contractor shall, at all times, for his portion of the work, keep the premises and buildings in a clean condition and shall remove debris and rubbish at the end of every working day and as often as directed. All dust etc. shall be secured immediately within all ducts, plenum, air shafts and other areas where such material could be dispersed. At completion of the work, Contractor shall remove all debris, apparatus and surplus materials and shall leave the work in a clean condition and in good working order, all to the satisfaction of the Owner.

3.02 COORDINATION
A. Coordinate work with other trades to avoid conflict and to provide correct rough_in and connection for equipment furnished under trades that require electrical connections. Inform Contractors of other trades of the C.E.C. required access to and clearances around electrical equipment to maintain serviceability and code compliance.

B. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating work. Report necessary changes in time to prevent needless work. Changes or additions subject to additional compensation shall be made by the Owners "Change in Work Request" (CWR) format through the General Contractor with a complete labor and material breakdown. Changes which are made without this written authorization and an agreed price shall be at Contractor's risk and expense.

3.03 MANUFACTURER'S INSTRUCTIONS
A. Where the specifications call for an installation to be made in accordance with manufacturer's recommendations, a copy of such recommendations shall at all times be kept in the job superintendent's office and shall be available to the Owner's representative.

B. Follow manufacturer's instructions where they cover points not specifically indicated on drawings and specifications. If they are in conflict with the drawings and specifications, obtain clarification from the Architect before starting work.

3.04 QUALITY ASSURANCE
A. Provide a meaningful quality assurance program. To assist the Contractor in this program, the specifications contained herein are set forth as the minimum acceptable requirements. This does not relieve the Contractor from executing other quality assurance measures to obtain a complete operating facility within the scope of this project.

B. The Contractor shall insure that all workmanship, all materials employed, all required equipment and the manner and method of installation conforms to accepted construction and engineering practices, and that each piece of equipment is in satisfactory working condition to satisfactorily perform its functional operation.

C. Quality Assurance Tests and Operational Check.

Provide quality assurance tests and operational check. All equipment shall be tested by the Contractor for correct function.

3.05 CUTTING AND PATCHING
All cutting and patching required for work of this Division is included herein. Coordination with General Contractor and other trades is imperative. Cutting of, welding to or drilling of structural members requires written approval from the California Licensed Professional Structural Engineer of record for the building. Provide all reinforcement required because of cutting. Patching shall be of the same workmanship, materials and finish as, and shall match accurately, all surrounding construction. Contractor shall bear the responsibility for and the added expense of adjusting for improper holes, supports, etc.

Provide all equipment, labor, and material for core drilling holes where conduit penetrates existing concrete walls or floors. Drill holes 1" larger than O.D. of pipe, except where sizes are noted. Verify the location of every core drilled hole with the Architect. Protect all surrounding areas from damage by water or dust while core drilling.

3.06 FIRE RATED WALLS, CEILINGS AND FLOORS
Refer to other appropriate drawings and Divisions of Specification to determine scope of work.

Recessed lighting fixtures, flush mounted panels, cabinets and other electrical wiring methods shall not violate fire rated walls, ceilings, floors and other construction elements. If such conditions are indicated on the drawings, notify the Engineer prior to commencing work in this area.

Cooperate fully with other Divisions to maintain the fire rating of the construction. Do not remove sprayed_on or other fireproofing materials unless specifically approved.

3.07 ACCEPTANCE DEMONSTRATION
Upon completion of the work, at a time to be designated by the Owner, the Contractor shall demonstrate for the Owner the operation of the electrical installation, including any and all special items installed by him or installed under his supervision. Allow 4 hours of demonstration time. Should any part of the system or any materials fail in this test, it shall be rectified without additional cost to the Owner within 5 days.

Page 115 of 134 ends

2.07 WIRE CONNECTORS
A. For wires size #8 AWG and smaller _ insulated pressure type (with live spring) rated 105oC, 600V, for building wiring and 1000V in signs or fixtures. Scotchlok or Ideal.

B. For wires size #6 AWG and larger _ T&B series 54200 or equivalent compression type with 3M #33+ or Plymouth "Slipknot Gray" tape insulation.

C. Terminations at motors shall be made with bolted compression type ring connectors or lugs as manufactured by T&B, Burndy, OAA. Bolts shall be of required size for connectors used and shall be made up with locking washer and nut. Terminations shall be taped.

D. All #12 and smaller stranded conductors for NEC class 1,2 or 3 wiring shall be terminated with AMP “PIDG” connectors and sliced in junction boxes with AMP “Plastic Grip” insulated butt splice.

E. Termination shall use Thomas and Betts Series 54200 two hole connectors except where device cannot be furnished with 2 hole connectors T&B 54100 series single hole connectors with anti-rotation restraint shall be used.

F. Tapping of copper conductors shall be with T&B series 54700 (or approved equal) compression caps.

2.08 TERMINAL CABINETS
A. Fabricate from code gauge steel, size as indicated on drawings, with flush latch and concealed hinge. Where size is not indicated, minimum size shall be 20"W X 24"H X 4"D unless otherwise noted on drawings. Finish shall be ANSI 61 light gray enamel.

B. Provide inside terminal cabinet 3/4" thick plywood backboard and terminal strips, one terminal point for each wire within the terminal cabinet. Cabinets shall be deep enough to provide a minimum of 1" clearance between the door and components inside the cabinets. The plywood shall be 4 hour fire rated.

2.09 SAFETY DISCONNECT SWITCHES
Heavy duty type, 600V, HP rated for motors, standard enclosure indoors and weathertight outdoors; fused or non_fused as required. General Electric, Cutler-Hammer, IEM or ITE.

2.10 CONDUIT SLEEVES AND ROOF JACKS
Sleeves for conduit penetrations: Pipe Shields, Inc., model WFB at walls and QDFB at floors. Roof jacks shall be lead with flashing and counter flashing. Sleeves pass through rated walls or floors. Fire stop sealing such as HILTI fire stop or equivalent shall be applied.

2.11 EQUIPMENT MOUNTING AND SUPPORT HARDWARE
Steel channels, bolts, washers, etc., used for mounting or support of electrical equipment shall be galvanized type. Where installed in corrosive environment, stainless steel hardware shall be used. Comply with Section 16030, Seismic Calculations.

A. Use materials specifically intended for the use.

B. Provide the following supports and fastenings for locations as required.

1. Structural Steel: Beam clamps, welded studs, OAA.

2. Concrete: Rawl or Phillips anchors, OAA. The anchors shall be expandable by tightening the bolt. Red Head wedge type anchors shall not be used.

3. Wood: Lag screws, machine bolts, wood screws.

4. Wood Blocking in Shear: Wood screws.

5. Hollow Tile & Gypboard: Toggle bolts. These will be allowed for items weighing 5lb or less.

6. Equipment Supports & Trapeze Hangers: Formed galvanized channel, Unistrut, OAA.

7. Use galvanized or plated fasteners in all locations.

8. Hot_dip galvanize ferrous items after fabrication for exterior, underground or otherwise corrosive locations.

3.00 EXECUTION

3.01 GENERAL
A. Electrical system layouts indicated on the drawings are generally diagrammatic, but shall be followed as closely as actual construction and work of other trades will permit. Govern exact routing of cable and wiring and the locations of outlets by the structure and the equipment served. Take all dimensions from architectural drawings.

B. Consult all other drawings. Verify all scales and report any dimensional discrepancies or other conflicts to Architect before submitting bid.

C. All home runs to panelboards, relay cabinets, control panels, etc., are indicated as starting from the outlet nearest the panel and continuing in the general direction of that panel.

Continue such circuits to the panel and cabinets as though the routes were completely indicated. Terminate home runs of signal, alarm, and communications systems in a similar manner.

D. Avoid cutting and boring holes through structure or structural members wherever possible. See 16010.

E. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, runners, etc., required for equipment specified under this Section.

F. Provide necessary backing required to insure rigid mounting of outlet boxes.

3.02 WIRING METHOD
A. Install all wiring in raceway, unless specifically shown otherwise.

B. Sizes for conduits, unless specifically shown otherwise, shall be determined from the California Electric Code.

C. Conduit shall be rigid steel, EMT, or plastic as follows:

1. Above ground: Use rigid steel or EMT.
a. Wet locations: Rigid steel only.
b. Hazardous locations: Rigid steel conforming to NEC requirements. c. Locations subject to mechanical injury: Rigid steel only. d. In concrete walls or block walls: Rigid steel only.
e. Dry locations and not subject to mechanical injury: EMT, or rigid steel conduit.

2. Underground and under slab: Use wrapped rigid steel or plastic. a. Conduit shall be installed on 2" sand base and covered by sand backfill. In planting areas provide 2" concrete cap. Multiple runs shall maintain 1" minimum separation between runs.

3. Make all risers to grade with rigid steel conduit and fittings only. Concrete encase rigid steel does not need to be wrapped. Rigid steel conduit not in concrete and in contact with soil shall be wrapped.

4. Burial depth of conduits shall be as follows:
a. Concrete encased: 24" minimum for 600V or lower systems to top of concrete encasement. b. Concrete capped: 24" minimum to top of conduit.
c. Conduits without concrete encasement or cap: 24" minimum to top of conduit, deeper if code requires.

D. Underground conduit entering building shall be provided with one 10' section of rigid steel conduit at point of penetration of foundation, footing or basement wall, with approximately equal lengths inside and outside building line.

E. Use flexible conduits in the following applications only:

1. Recessed lighting fixtures.

2. Motor connections.

3. Connection between fan plenum and structure.

4. At equipment which produces vibration.

At wet locations, flexible conduit shall be liquid tight type.

SECTION 16040 _ GROUNDING

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
Refer to the General Conditions, Supplementary General Conditions, and Division 1 _ General Requirements.

1.02 DESCRIPTION
A. Work included in this Section: Conduits, wires, ground rods, and other miscellaneous materials for electrical grounding system.

B. Related work included in other Sections:

1. Basic Construction Materials and Methods: Section 16020

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to this Section.

1.04 SUBMITTALS
Manufacturer's literature describing the product.

2.00 PRODUCTS

2.01 GROUND ROD
A. Stainless steel (302) or copper jacketed steel rod conforming or exceeding requirements of UL Specification No. 467 (ANSI C_33.8). Rod shall be 3/4" diameter 10' in length.

2.02 BARE COPPER GROUND WIRE
Medium hard drawn copper conductor, stranded, sizes as shown on drawings.

2.03 CONNECTION
All grounding connections shall be exothermic welded.

2.04 HARDWARE
Bolts, nuts, and washers shall be bronze, cadmium plated steel, or other non_corrosive material, approved for the purpose.

2.05 WATERPROOF SEALANT
Use Kearney "Aqua Seal" mastic sealant on all below grade clamp or compression type connections.

3.00 EXECUTION

3.01 EQUIPMENT GROUND
A. Ground non_current carrying metal parts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide a low impedance path for line_to_ground fault current and to bond all non_current carrying metal parts together. Install a green insulated ground conductor in each raceway system. Equipment ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per CEC 250.122 unless otherwise shown on drawings.

B. Grounding conductors shall be identified with green insulation. Where green insulation is not available, on larger sizes, black insulation shall be used and suitably identified with green tape at each junction box or device enclosure.

C. Install metal raceway couplings, fittings and terminations secure and tight to insure good ground continuity. Provide grounding bushing and bonding jumper where metal raceway is not directly attached to equipment metal enclosure and at concentric knockouts.

D. Lighting fixtures shall be securely connected to equipment ground conductors. Outdoor lighting standards all 120 volt lighting and all LED fixtures shall have a factory installed ground lug for terminating the ground wire.

E. Motors shall be connected to equipment ground conductors with a conduit grounding bushing and with a bolted solderless lug connection on the metal frame.

3.02 BUILDING STRUCTURAL FRAME AND NON_ELECTRICAL METAL OBJECTS AND PIPING.

A. Miscellaneous metal objects including piping, vessels, and structural shapes within six feet of metallic objects connected to the ground system and which are not interconnected mechanically with the grounding system, shall be interconnected with a minimum #6 AWG bare copper conductor.

3.03 GROUNDING ELECTRODE SYSTEM
A. Grounding Electrode Conductor - 3/0 bare copper - shall be continuous without splice from main switchboard ground to domestic water main and fire protection water main.

B. Grounding Electrode System shall consist of the following bonded grounds:

1. Grounding Electrode Conductor.

2. Driven ground rods.

3. Concrete encased electrode.

4. Structural steel.

END OF SECTION

3.03 INSTALLATION OF CONDUITS AND BOXES
A. Run all conduits concealed unless otherwise noted or shown. Run no conduits in concrete slabs except at point of penetration. All penetrations shall be at right angles to slab surfaces.

B. Run exposed conduit parallel to or at right angles to center lines of columns and beams.

C. Support conduits with UL listed steel conduit supports at intervals required by CEC. Wires or sheet metal strips are not acceptable for conduit support. Use conduit hangers for all conduits not directly fastened to structure and for all multiple conduit runs. Do not attach any conduit to fan plenums. If weight per hanger rod exceeds 250 pounds, special structural engineering is required by this section.

D. Install conduits above ceilings to avoid obstructing removal of ceiling tiles, lighting fixtures, air diffusers, etc.

E. Provide conduit sleeves and chases wherever conduits pass through floors and fire_rated walls. Set in forms before concrete is poured. All penetrations of roofs and exterior walls by electrical work shall be flashed and counterflashed to preserve weatherproof integrity of building. Material and techniques used shall conform to roof or wall weatherproofing specification. All floor and wall penetrations shall be made watertight. Refer to drawings for details and specific requirements.

F. All underground conduits and ducts 2" and larger shall be proven clear by pulling through a mandrel 1/4" smaller than the inside diameter.

G. Outlet and junction boxes shall be sized per the C.E.C. based on wire size and quantity of wires as a minimum.

H. Outlet boxes shall be attached to studs and or backing in a rigid manner so they cannot be pushed back into the wall or ceiling space if the hole cut in the wall or ceiling finish material is misaligned.

I. Switch and plaster rings shall be a maximum distance of 1/8" from finish wall or ceiling material such as sheet rock or tile.

3.04 INSTALLATION OF WIRES _ 600 VOLTS AND BELOW
A. Pull no wire into any portion of the conduit system until all construction work which might damage the wire has been completed.

B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in handholes, pull boxes or junction boxes. Make branch circuit splices in outlet boxes with 8" of correctly color_coded tails left in the box. Feeders may not be spliced.

C. Splices in wires and cables shall be made utilizing materials and methods described hereinbefore.

D. All cables and wires passing through manholes and handholes shall be full looped inside the manhole and handhole and supported on galvanized steel racks.

E. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacturer.

3.05 WIRE COLOR CODE
A. Color code all conductors. Wire sizes #8 AWG or smaller shall have integral color coded insulation. Wire sizes #6 AWG and larger may have black insulation but identified by color coded electrical tape at all junction, splice, pull, or termination points. Color tape shall be applied to at least 6" of the conductor.

B. Color code wires as follows:
120/240 Volts
Phases: a_black, b_red, neutral_white, ground_green.

3.06 MOUNTING HEIGHTS OF DEVICES
Unless otherwise noted on drawings, mounting heights of devices shall be as follows:

Switches: 42" AFF to centerline of device, top of box shall not be greater than 48” AFF.

Receptacles: 18" AFF to centerline of device, bottom of box shall not be less than 15” AFF.

Install all receptacles uniformly with "U" ground slot up.

Telephone & EDP Outlets: 18" AFF to centerline of device, bottom of box shall not be less than 15” AFF.

3.07 CONNECTIONS TO EQUIPMENT
A. General

1. Furnish and install required power supply conduit and wiring to all equipment. See below for other wiring required.

2. Furnish and install a disconnect switch immediately ahead of and adjacent to each magnetic motor starter or appliance unless the motor or appliance is located adjacent and within sight of the serving panelboard, circuit breaker or switch and within 50 feet. Verify all equipment nameplate current ratings prior to installation. Provide all disconnect switches shown on the drawings.

3. Mount all motor starters and provide all power wiring to them, including those furnished under other sections of specifications.

4. Install all rough_in work for equipment from reviewed shop drawings to suit the specific requirements of the equipment.

5. Furnish and install all magnetic motor starters that are shown on the electrical drawings or specified under other Divisions to be furnished under this Division of work. Verify equipment nameplate ratings prior to installation and furnish adequately rated starters and heaters for the loads.

6. Furnish and install manual thermal protection for all motors not integrally equipped with thermal protection.

7. Furnish 120 volt power to each control panel and time clock requiring a source of power to operate.

B. Heating, Ventilating and Air Conditioning Equipment

1. Line and low voltage temperature control and interlock wiring and conduit and required connections thereto are a part of other Divisions unless specifically shown or noted on the electrical drawings as to be furnished under this section.

2. Provide 120 volt power supply to temperature control panels furnished and installed under other Divisions of work, whether or not shown on the electrical drawings.

C. Plumbing and Other Contractor_Furnished and Owner_Furnished Equipment

1. All required power and control conduit, wiring and connections are included under this Section of the work. Control sensing and alarm devices will be furnished under the respective section of the contract supplying the equipment unless noted otherwise. Where these are located in pipes, ducts, vessels, tanks, etc., they will be mounted in place by the Contractor furnishing the devices. All others shall be mounted under this Section of the work.

2. Control panels for packaged equipment will be furnished under the respective section of the contract supplying the equipment unless otherwise noted. Installation and connection of the control panels are under this section of the work.

3.08 IDENTIFICATION
A. Provide engraved lamacoid nameplates of minimum 3” long x 1” wide for switchgear, panels, panelboards, disconnect switches and all associated devices.

B. Provide dymo labels on all lighting switches and convenience and special purpose receptacles to shown panel and circuit number to which the device is connected. Architect shall select tape color.

C. Card holders and directory card shall be provided for circuit identification in panelboard. Card holders shall be permanently attached on the inside of the panel door and shall have a clear plastic front. Directory cards shall be typewritten. Circuit descriptions shall include location and names of items served.

END OF SECTION

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SECTION 16180 _ PANELBOARDS

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
Refer to the General Conditions, Supplementary General Conditions, and Division I General Requirements.

1.02 DESCRIPTION
A. Work included in this Section: panelboards.

B. Related work included in other Sections:

1. Basic Construction Materials and Methods: Section 16020 2 Grounding: Section 16040

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to all work in this Section.

1.04 SUBMITTALS
Manufacturer's Literature describing the product and shop drawings.

2.00 PRODUCTS

B. Branch Circuit Panels:
120/240 volt

B. Panels located adjacent to each other shall have identically sized enclosures and trims.

C. Finish: Finish exposed parts with one coat of primer and one coat of light gray enamel suitable for overpainting in field if desired.

D. Bus Bars

1. Bus bars shall be sized in accordance with U.L. temperature rise requirements and shall be as a minimum plated copper.

2. Provide all hardware for future breakers, identified on drawings as SPACES, or for the full length of usable bus, whichever is longer.

3. Provide minimum 1/2 capacity ground bus with full complement of terminals in addition to insulated neutral bus. Provide insulated ground bus where shown on panel schedule.

E. Circuit Breakers

2. Provide multi_pole units with common trip elements.

3. Breakers shall have center_tripped position in addition of the ON and OFF positions.

F. Nameplate
Provide screwed_on (no adhesives) engraved bakelite nameplate identification on outside of each panel showing panel designation voltage and phase in minimum 1/4" high letters.

3.00 EXECUTION

3.01 CLEARANCES
Minimum code required clearances around panelboards must be maintained.

3.03 MOUNTING HARDWARE
Provide all necessary blocking, channels and other hardware for securing panelboards to wall, column or other parts of building structure.

END OF SECTION
SECTION 16070 _ LIGHTING

1.00 GENERAL

1.01 CONDITIONS & REQUIREMENTS
A. Refer to the General Conditions, Supplementary General Conditions and Division 1 _ General Requirements.

B. All lighting fixtures and ballast shall be certified to be in compliance with the California Administrative code, Title 24, Section 2_5314(b) minimum efficiency requirements.

1.02 DESCRIPTION
A. Work included in this Section:

1. Lighting fixtures and installation.

2. Lighting control by remote low voltage relays.

3. Lighting controls as shown on the drawings.

B. Related work included in other Sections:

1. Basic Construction Materials and Methods: Section 16020

2. Grounding: Section 16040

1.03 INCORPORATED DOCUMENTS
Section 16010, Electrical General Provisions, applies to all work in this Section.

1.04 SUBMITTALS
A. Shop drawings and/or manufacturer's literature describing product.

B. Submittal shall include all control devices.

2.00 PRODUCT

2.01 GENERAL
A. Fixtures are designated on drawings by means of CAPITAL letters. See drawings for fixture description and type of lamp required.

B. Switching in indicated by lower case letters or wire connectors.

2.02 U.L. APPROVAL
A. Each lighting fixture shall have U.L. label for the location the fixture is installed.

B. All other materials shall be U.L. approved.

2.03 LAMPS
A. LED

2.04 FIXTURE HANGERS AND SUPPORTS
A. Provide swivel canopy or ball aligner for stem_mounted fixtures.

2.05 GROUNDING
LED fixtures shall have factory installed grounding studs.

3.00 EXECUTION

3.01 GENERAL
A. Provide and install all fixtures complete, including lamps, and ready for service.

B. Verify ceiling type and conditions and order fixtures for proper application required by the type of ceiling installed.

C. Architectural ceiling plans shall be used to determine exact locations of lighting fixtures and ceiling construction. Electrical drawings are diagrammatic only.

G. Four foot long fixture body: By a pair of 3/8" machine bolts separated by a maximum distance possible and located four inches in from each end of fixture _ total of 4 bolts per fixture.

H. Contractor shall remove all dust and dirt on the fixtures and fixture lens after the construction clean up is complete and after the Owner is substantially moved in the facility.

END OF SECTION

Page 117 of 134 ends