Agenda — Monte Sereno City Council, April 16, 2024 (part 2 of 2)

REVISIONS
DATE:

SCALE:
51 U
NIV
E
RSIT
Y
AV
E."L" • L
OS G
AT
OS, C
A. • 95030 • (408) 395-2555
N
OTE:
•The
C
ontractor shall v
erify all dimensions,
ele
vations and conditions, prior to starting
any field work.•Any d
e
viation calle
d
by field conditions,
or any conditions different from thoseindicate
d
on the
plans shall b
e
brought
to the
Architect's attention prior to
installation.

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-8
11/10/23

AS-BUILT/
DEMO &

PROPOSED

ROOF PLAN
A. 01/11/24
B. 02/12/24
2 A-10
1 A-10
2 A-10
2 A-10
2'-103/4" 1'-0"
3'-103/4"
B
A-10
B
A-10
C
A-10
C
A-10
R1
R2
R3
R4
R5
R6
R7
R8
R9
R5
R9
R10
R10
R7 R1
R6
R1 R6
R1 R4
R6
R2
R10
R10
R11
R11
R11
R11
R11
4 /12
4¼/12
4¼/12 4¼/12
4 /12
4 /12
4¼/12
(E) RID
G
E

N) RIDGE (E) RIDGE (E) RIDGE
(N) RID
G
E
(N) VALLEY
(N) VALLEY
(E) VALLEY
(E) VALLEY

ROOF NOTES

LOW SLOPE ROOFING

DOWNSPOUTS
2"X3" 26 GA. SHEET METAL DOWNSPOUTS TO

DISCHARGE INTO CLOSED PVC CONDUITS W/

SLIP-JOINTS OR CLEAN-OUTS AT EACH ONE TO
FACILITATE MAINTENANCE. COLLECTED SURFACE AND

DOWNSPOUT WATER TO BE DISCHARGED AT ON SITE

BIOSWALE (UNDER SEPARATE PERMIT)
CLASS 'A' ROOF ASSEMBLY: 50 MIL PVC MEMBRANE
ROOFING, BY IB O/ 1/4" USG "SECUREROCK" O/
RIGID FOAM WITH MIN. AVERAGE R-15 INSULATION
VALUE OVER ROOF AREA FOR MIN. 2% SLOPING
O/PLYWOOD SHTG. APPLY PER MANUF. SPECS &
INSTRUCTIONS.
(N) SLOPED METAL GUTTER
5"X4" 26 GA. SLOPED CORROSION RESISTANT METAL

GUTTER TO MATCH EXISTING W/ A GUTTER COVER THAT

PREVENTS THE ACCUMULATION OF LEAVES & DEBRIS
(N) COMP. SHINGLES O/ (N) ROOF FRAMING
NEW ROOF FRAMING PER STRUCTURAL PLANS.

PROVIDE CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING, ON 1 LAYER #15
FELT. SEE EXTERIOR FINISHES SCHEDULE
14"Ø SUN TUNNEL SKYLIGHT
14"Ø SUN TUNNEL, DOUBLE GLAZED SKYLIGHT MODEL

TLR BY VELUX W/TEMPERED GLASS AT THE EXTERIOR
AND LAMINATED GLASS ON THE INTERIOR. UES ER
REPORT #199. SKYLIGHTS OVER 12 FT. FROM THE
WALKING SURFACE, A SCREEN PER CRC R308.6.7, WILL
BE REQUIRED UNDER SKYLIGHT.
(N) 34" X 42" DEC. METAL CHIMNEY CAP, BY CHIMNEY KING,
MODEL #10 "IMPERIAL" IN STEEL, CHIMNEY SHAFT LID TO
HAVE NO PENETRATIONS.

PHOTO VOLTAIC PANELS

CALIFORNIA FRAMING

CHIMNEY CAP

EXISTING SLOPED GUTTER TO REMAIN
(E) GUTTER
NEW "CALIFORNIA" ROOF FRAMING PER STRUCTURAL PLANS.

PROVIDE CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING ON 1 LAYER #15
FELT. NEW ATTIC SPACE TO BE INSULATED AT THE NEW

ROOF SHEATHING LEVEL, PROVIDE CROSS VENTILATION

BETWEEN CONDITIONED ATTIC SPACES
PROVIDE CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING, ON 1 LAYER #15
FELT. SEE EXTERIOR FINISHES SCHEDULE
(N) COMPOSITION ROOFING @ EX. ROOF FRAMING

SEE PHOTOVOLTAIC PLANS FOR LOCATION, QUANTITY AND
LAYOUT
PROVIDE VALLEY FLASHING NOT LESS THAN .019" NO. 26

GAGE, COROSION RESISTANT SHEET METAL O/ NOT LESS
THAN ONE LAYER MIN 72 LB MINERAL SURFACED, NONPERFORATED CAP SHEET, NOT LESS THAN 36" WIDE FULL

LENGTH OF EACH VALLEY

ROOF VALLEYS
A
A-10
A
A-10
SLOPE 1/4" FT.

MIN.

S
L
O
P
E 1/
4" F
T.

MIN.
3 A-10
8 A-11
4 A-10
6 A-11
R8
R5
4 /12
4¼/12

NEW LOW SLOPE ROOF
4¼/12

CALIFORNIA FRAMING

OVER THIS SECTION EXISTING PORCH ROOF TO BE REMOVED

EXISTING EAVE
& GUTTER

TO BE REMOVED

RREEMMOOVVEESSKKYYLLIGIGHHTTSSAANNDDPINAFTICLHL

REMOVE ALL EXISTING GABLE END

LOUVERED VENTS
3/12
4 /12
4¼/12
4¼/12 4¼/12
(E) RID
G
E
(E) RIDGE (E) RIDGE
(E) VALLEY
(E) VALLEY

EXISTING

FRAMING TO
REMAIN

REMOVE ALL EXISTING ATTIC VENTS

ALL EXISTING

EAVES TO BE

REMOVED AND

REPLACED, SEE
DETAILS 1 & 2/
A-10

ALL EXISTING EAVES

TO BE REMOVED AND

REPLACED, SEE
DETAILS 1 & 2/A-10
4 /12
4¼/12

ROOF AREA TO BE REMOVED

CALIFORNIA ROOF FRAMING AREA

ROOF FRAMING AREA TO REMAIN
250 SF
92 SF
1,218 SF
TOTAL EXISTING ROOF AREA 1,560 SF
TOTAL % OF ROOF AREA TO REMAIN 78%

DEMO ROOF LEGEND & CALCULATIONS

INSULATION PLAN KEY
R-38 INSULATION
R-30 INSULATION
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" PROPOSED ROOF PLAN

AS-BUILT/DEMO ROOF PLAN
SCALE: 1" = 10'

INSULATION PLAN

Page 159 of 224 ends

REVISIONS
DATE:

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
11/10/23

PROPOSED

ELEVATIONS
A. 01/11/24
B. 02/12/24
5 A-11 7
A-11
6 A-11
13 A-11
#DrgID
#LayID
9 A-11
4 A-11
12 A-11
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
2'-
6"
A5
A13
A3
A3
A7 A1
A A62
A9
A14
A2
A12
A8
A15
A18
A19
A16

NEW EXISTING
min.
6 A-11
2 A-10
13 A-11
3 A-10
15 A-11
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
A2
A3 A16
A9
A7
A1
A15
A7
A17
A3
A11
A8
SIM.
2 A-10
9 A-11
10 A-11
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
2'-
6"
A16
A3 A4
A1
A9
A A17 11
A8
A3
A17
A19

EXISTING NEW
min.
9 A-11
10 A-11
#DrgID
#LayID
13 A-11
-2'-5"
(E)&(N) F.F.
0"
(D) F.F.
7'-8"
(E) PLATE
A7
A14 A1
A3
A15
A2
A9
A4
A8
A19
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10

ELEVATION NOTES
(N) BOARD & BATTEN SIDING; HARDIE BOARDS W/
CEDAR BATTENS @ 16" O.C., 'Z' FLASH AT EACH VERTICAL SEAM,

SEE EXTERIOR FINISH SCHEDULE
(N) CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING ON 1 LAYER #15
FELT UNDERLAYMENT O/ EXISTING FRAMING & SHEATHING.

SEE EXTERIOR FINISH SCHEDULE

DOWNSPOUTS

BOXED COLUMN
10"X10" BOXED COLUMN, SEE PLAN & ARCH. DETAILS

ALUMINUM CLAD WOOD WINDOWS
ALUMINUM CLAD WOOD, DBL. GLAZED,
THERMALLY BROKEN WINDOWS W/ 5/4 CASING
& SILL, SEE ARCH DETAILS
3080 ENTRY DOOR
PR. 3'-0"X8'-0" CUSTOM ENTRY DOORS W/FIXED
TRANSOM & SIDELITES. ALL GLAZING SHALL BE
DUAL GLAZED AND TEMPERED., SEE SCHEDULE
2"X3" 26 GA. SHEET METAL DOWNSPOUTS TO DISCHARGE
INTO CLOSED PVC CONDUITS W/SLIP-JOINTS OR CLEANOUTS AT EACH ONE TO FACILITATE MAINTENANCE.

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

SLOPED METAL GUTTER
5"X4" 26 GA. SLOPED CORROSION RESISTANT METAL

GUTTER TO MATCH EXISTING W/ A GUTTER COVER THAT

PREVENTS THE ACCUMULATION OF LEAVES & DEBRIS
(N) COMPOSITION ROOFING
CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING ON 1 LAYER #15
FELT UNDERLAYMENT. SEE EXTERIOR FINISH SCHEDULE
ALUMINUM CLAD WOOD, DBL. GLAZED,THERMALLY
BROKEN BI-FOLDING DOORS W/ 5/4 CASING, SEE

ARCH DETAILS

BOARD & BATT SIDING
(E) ROOF FRAMING W/ NEW COMPOSITION ROOFING

ALUMINUM CLAD WOOD BI-FOLD,DOORS
(N) 34" X 42" DEC. METAL CHIMNEY CAP, BY CHIMNEY
KING, MODEL #10 "IMPERIAL" IN STEEL

CHIMNEY CAP
A10
A11
A4
A13
A12
A14
A15
A16
A17
A18
A19

DOWNSPOUTS

BARGE RAFTER
2X8 BARGE RAFTER WITH SOFFITED RAKE, SEE ARCH

DETAILS
FASCIA
2X6 FASCIA WITH SOFFITED EAVE, TO MATCH EXISTING

BELLY BAND
2X12 PAINTED BELLY BAND WITH "Z" FLASHING

AT TOP & KERF AT BOTTOM EDGE, SEE ARCH DETAILS
2"X3" 26 GA. SHEET METAL DOWNSPOUTS TO DISCHARGE
INTO CLOSED PVC CONDUITS W/SLIP-JOINTS OR CLEANOUTS AT EACH ONE TO FACILITATE MAINTENANCE.

COLLECTED SURFACE AND DOWNSPOUT WATER TO BE
DISCHARGED AT ON SITE BIOSWALE. (UNDER SEPARATE
PERMIT.)
CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING ON 1 LAYER #15
FELT UNDERLAYMENT. SEE EXTERIOR FINISH SCHEDULE
14"Ø SUN TUNNEL SKYLIGHT
14"Ø SUN TUNNEL, DOUBLE GLAZED SKYLIGHT MODEL

WRAPPED BEAM

STRUCTURAL BEAM WITH WRAPPED WOOD VENEER
-SEE STRUCTURAL PLANS & ARCH DETAILS

STONE VENEER
2" STONE VENEER APPLIED PER MFR'S SPECIFICATIONS,
O/ 2 LAYERS GRADE 'D' BUILDING PAPER, SEE

EXTERIOR FINISHES SCHEDULE
(N) PHOTOVOLTAIC PANELS, SEE PHOTOVOLTAIC PLANS

PHOTO VOLTAIC PANELS

PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY,

SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE
BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE
FS 15090 IN FEDERAL STANDARD 595C. A BORDER MAY
BE PROVIDED INSIDE OR OUTSIDE OF THE MIN. REQUIRED
INTERNATIONAL SYMBOL OF ACCESSIBILITY DIMENSION.

ACCESSIBILITY SIGN

EXISTING FENCE ENCLOSURE TO REMAIN, PAINTED TO

MATCH BUILDING
(E) FENCE ENCLOSURE

EXTERIOR FINISHES

LOCATION MANUFACTURER MODEL/SIZE COLOR/PAINT
FINISH

UNDERLAYMENT WUI APPROVAL
LISTING NO.

COMMENTS
ROOFING-Sloped Certainteed Landmark Pro Colonial Slate 1 layer 15# roof felt ICC ESR-1389 Class ‘A’ roof assembly ROOFING-Low
Slope
IB Roofing PVC membrane, 50 mil gray 1/4” “Securerock” o/ rigid foam
ICC ESR 2852 Class ‘A’ roof assembly
WALLS-boards James Hardie 4x10 smooth panel Benjamin Moore OC-69 White Opulence
Tyvek building wrap Design No. JH/FCS
60-03 1hr rated
assembly
‘Z’ flash at each vertical seam
WALLS-battens Truexterior 1x3 nom. @ 16” o.c. Benjamin Moore OC-69 White Opulence
8160-2134:0101 ‘Z’ flash at each vertical seam
GUTTERS 5”x4” sloped gutter, to
match existing
Benjamin Moore OC-69
White Opulence
N/A

FASCIA-SLOPED
EAVE
Truexterior size to match existing Benjamin Moore OC-69 White Opulence
8160-2134:0101
COLUMNS Truexterior (varies) Benjamin Moore OC-69
White Opulence
8160-2134:0101 See arch details
CEILINGS Truexterior 1x6, ‘v’ groove, T&G Benjamin Moore OC-69 White Opulence
1/2” Densglass 8160-2134:0106
FLOOR N/A Exposed Concrete Benjamin Moore OC-69
White Opulence
N/A See finish plan for score joint pattern
TRIM Trexterior (varies) Benjamin Moore OC-69
White Opulence
8160-2134:0101 See arch details
STONE VENEER Buechel 2” thick veneer;
Castlerock - cut
Silver Patina 1/2” Flameblock OSB
& (2) layers grade ‘D’
building paper
see details 8 & 15/
A-11
CHIMNEY CAP Chimney King #10 Imperial, 34” x 42” Type 1 Aluminum Steel, Charcoal Gray SR
N/A Decorative cap, solid top
SCALE: 1/4" = 1'-0"

PROPOSED FRONT ELEVATION
SCALE: 1/4" = 1'-0"

PROPOSED LEFT ELEVATION
SCALE: 1/4" = 1'-0"

PROPOSED REAR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED RIGHT ELEVATION * ALL EXTERIOR SIDING & TRIM TO BE PAINTED

Page 160 of 224 ends

REVISIONS
DATE:

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-10
11/10/23
CROSS
SECTIONS @
ARCH.

DETAILS
A. 01/11/24
B. 02/12/24
6 A-11
12 A-11
11 A-11
1 A-10
-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"
A6
A13
A8
A15 A15
A7
A20
A3
A4
A4
A18
A21
A2
A7
A23
A24
A5
A5
A24
A12
A27
(N) GATHERING ROOM (N) COVERED PORCH
A14
2 A-11
12 A-11
4 A-11
7 A-11
2 A-10
11 A-11
9 A-11
2 A-10
-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
A9
A13
A6
A5
A2
A20
A8
A15
A24
A5
A26
A12
A27
A25
(N) VESTIBULE
(N) MEETING ROOM
(E)

COVERED
PORCH
(CONDITIONED ATTIC)
1 A-11
11 A-11
8 A-11
14 A-11
9 A-11
10 A-11
2 A-10
4 A-10
-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
A13 A5
A12
A13
A15
A10
A6
A14
A12
A22
(N) KITCHEN
(N) MEETING ROOM (N) GATHERING ROOM
1 A-11
2 A-11
10'-1"
A2 A2
A23
(N) CONCRETE FLOOR SLAB
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
A22
A23
A24
A25
A26
A27

SECTION NOTES
(N) 1 1/2" TH. RIGID INSULATION @ CONC. CURB FURRING
'QUIETROCK' DRYWALL
1X6 BORAL 'V' GROOVE SIDING AT CEILING
ADD 2X8'S BETWEEN (E) 4X8 RAFTERS FOR DRYWALL
ATTACHMENT DECORATIVE SLOPED BOX BEAMs

SEE INTERIOR ELEVATIONS

FOUNDATION CURB INSULATION
'QUIETROCK' DRYWALL AT EXTERIOR WALL ADJACENT TO
HWY. 9.

CEILING FINISH
(N) RAFTERS

RIDGE BEAM

BUILT-IN CABINETS

CLASS 'A' BUILT-UP LOW SLOPE ROOFING

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 ON
SITE BIOSWALE. (UNDER SEPARATE PERMIT)
CLASS 'A' ROOF ASSEMBLY: 60 MIL GAF TPO
ROOFING O/ 1/4" USG "SECUREROCK" O/RIGID FOAM
WITH MIN. 2% SLOPING O/PLYWOOD SHTG. APPLY PER
MANUF. SPECS & INSTRUCTIONS.

UNVENTED VAULTED CEILING W/CLOSED-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

CLOSED-CELL,SPRAY FOAM INSULATION

SLOPED METAL GUTTER
5"X4" 26 GA. SLOPED CORROSION RESISTANT METAL

GUTTER TO MATCH EXISTING W/ A GUTTER COVER THAT

PREVENTS THE ACCUMULATION OF LEAVES & DEBRIS
HARDIE "ARTISAN" 5/8" HORIZONTAL LAP SIDING
ON 1 LAYER TYVEK BLDG. WRAP. APPLY PER
MFR'S. INSTRUCTIONS & SPECIFICATIONS.

BOXED COLUMN
10"X10" BOXED COLUMN OVER STRUCTURAL COLUMN

BARGE RAFTER
2X8 BARGE RAFTER WITH SOFFITED RAKE
FASCIA
2X6 FASCIA WITH OPEN EAVE
5X7 1/4" DECORATIVE BOX BEAMS
(N) 5" CONC. SLAB O/ WATERPROOF MEMBRANE O/ 6"

CRUSHED ROCK, SPECS TBD
B0ARD,& BATT SIDING
BOXED STRUCTURAL RIDGE BEAM, SEE STR. PLANS &

ARCH DETAILS
R-21 WALL INSULATION
(N) BOARD & BATTEN SIDING; HARDIEPANEL W/
"BORAL" 3/4"X2 1/2" BATTENS @ 16" O.C.

BOARD & BATT SIDING

ALUMINUM CLAD WOOD WINDOWS
ALUMINUM CLAD WOOD, DBL. GLAZED,THERMALLY
BROKEN WINDOWS W/ 5/4 CASING & SILL
ALUMINUM CLAD WOOD, DBL. GLAZED,THERMALLY
BROKEN BI-FOLDING DOORS W/ 5/4 CASING

ALUMINUM CLAD WOOD BI-FOLD,DOORS
(N) ROOFING
NEW ROOF FRAMING PER STRUCTURAL PLANS.

PROVIDE CLASS 'A' ROOF ASSEMBLY, "ARCHITECTURAL"
COMPOSITION SHINGLE ROOFING ON 1 LAYER #15
FELT. SEE EXTERIOR FINISHES SCHEDULE.
(N) PHOTOVOLTAIC PANELS, QUANTITY AND SPECIFICATIONS

PER ENERGY COMPLIANCE DOCUMENTS

PHOTO VOLTAIC PANELS

ACOUSTICAL DRYWALL CEILING SYSTEM
"USG ENSEMBLE ACOUSTICAL DRYWALL SYSTEM" AT CEILING
IN GATHERING ROOM , MEETING ROOM AND KITCHEN. SEE
ARCHITECTURAL DETAILS AND MFRS. INSTRUCTIONS AND

SPECIFICATIONS
R-21 WALL BATT INSULATION

CLOSED-CELL,SPRAY FOAM INSULATION
R-19 WALL INSULATION
R-19 WALL BATT INSULATION AT EXISTING WALLS
5/8" GYP. BOARD
5/8" GYP. BOARD AT WALLS & CEILINGS U.N.O.

UNVENTED VAULTED CEILING W/CLOSED-CELL,
SPRAY FOAM INSULATION, MIN. R-30, "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
SCALE 1" : 1' - 0 "
18"
(N) 2X8 TRUEXTERIOR FASCIA BOARD

HARDIEPANEL SIDING W/
1X3 "TRUEXTERIOR"
BATTENS AT 16" O.C. ON
"TYVEK" BUILDING WRAP
ON 1/2 SHTG.PER

STRUCTURAL PLANS
(N) CLASS 'A' ROOF ASSEMBLY, COMPOSITION
SHINGLE ROOFING ON 1 LAYER #15 FELT.

O/ 1/2" PLYWOOD
1X6 TRUEXTERIOR 'V' RUSTIC
5"X4" 26 GA. SLOPED CORROSION

RESISTANT METAL GUTTER TO MATCH

EXISTING W/ A GUTTER COVER THAT

PREVENTS THE ACCUMULATION OF

LEAVES & DEBRIS
2X6 EXPOSED RAFTERS
AT EXISTING ROOFING, CUT EXISTING PLYWOOD TO STR. BLOCK 1 EAVE DETAIL
* SEE FINISH SCHEDULE FOR PRODUCT DETAILS SCALE 1" : 1' - 0 " 18"
(N) CLASS 'A' ROOF ASSEMBLY, COMPOSITION
SHINGLE ROOFING ON 1 LAYER #15 FELT.,

METAL FLASHING
(N) 2X8 TRUEXTERIOR FASCIA BOARD

HARDIEPANEL SIDING W/
1X3 "TRUEXTERIOR"
BATTENS AT 16" O.C. ON
"TYVEK" BUILDING WRAP
ON 1/2 OSB SHTG. PER

STRUCTURAL PLANS
(N) 2X3 OUT RIGGERS
1X6 TRUEXTERIOR 'V' RUSTIC
(N) 1X3 TRUEXTERIOR TRIM
1/2" CDX PLYWOOD; @ EXISTING ROOFING, CUT
EXISTING PLYWOOD TO STR. BLOCK
2 RAKE DETAIL
* SEE FINISH SCHEDULE FOR PRODUCT DETAILS
1-HR FIRE RATED COLUMN & CEILING DETAIL
SCALE 1 1/2" : 1 ' - 0 "
9 1/2"
5'-0"
6" "TRUEXTERIOR"
"V" GROOVE SIDING

AT PORCH CEILING
1X3 "TRUEXTERIOR"
TRIM

SIMPSON CCOQ COLUMN CAP

PER STRUCTURAL DETAILS
6"X6"X1/2" HSS COLUMN PER

STRUCTURAL PLANS
2X10 "TRUEXTERIOR" TRIM

COLUMN VENEER, MITERED

AT EDGES
1X4 "TRUEXTERIOR" TRIM
2X2 "TRUEXTERIOR" TRIM,
PROVIDE 1/4" KERF FOR

DRIP EDGE
26 GA. MIN. G.I. DRIP CAP
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
6X12 STRUCTURAL BEAM
(HEAVY TIMBER)
-SEE STRUCTURAL PLANS
2X12 "TRUEXTERIOR" FASCIA
ON 3/4" BLOCKING
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
SEE DETAIL 6/A-11
MIN. 3/4" PLYWOOD O/ 2X8 WOOD FRAMING
2X10 "TRUEXTERIOR" TRIM

COLUMN VENEER, MITERED

AT EDGES
30 MIL THICKNESS (DRY) FFG
E-84 INTUMESCENT COATING,
SPECIAL INSPECTION REQ'D.
30 MIL THICKNESS (DRY) FFG
E-84 INTUMESCENT COATING,
SPECIAL INSPECTION REQ'D.
3 1-HOUR FLOOR/CEILING ASSEMBLY
REPORT # GL 115411
1 HOUR FIRE RATED
ASSEMBLY: TUBE COLUMN
REPORT NO.

GL 115611, GL88311
SCALE 1" : 1' - 0 "
12" MAX.
(N) CLASS 'A' ROOF ASSEMBLY, COMPOSITION
SHINGLE ROOFING ON 1 LAYER #15 FELT.,

METAL FLASHING
5/4 X 8 HARDIE TRIM BOARD,

SMOOTH CEMENT BOARD

HARDIEPANEL SIDING W/
1X3 "TRUEXTERIOR"
BATTENS AT 16" O.C. ON
"TYVEK" BUILDING WRAP
ON 1/2 OSB SHTG. PER

STRUCTURAL PLANS

HARDIE ARTISAN V GROOVE SIDING,

CEMENT BOARD
4/4 X 3 HARDIE TRIM BOARD,

SMOOTH CEMENT BOARD
1/2" OSB SHEATHING
SEE DETAIL 8/A-11

FOR FINISH & FIRE

RATED DETAILS
SEE DETAIL 8/A-11

FOR FINISH & FIRE

RATED DETAILS
4 NON-COMBUSTIBLE RAKE DETAIL
SCALE: 1/4" = 1'-0"

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

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

SECTION C-C

Page 161 of 224 ends

REVISIONS
DATE:

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-11
11/10/23

ARCHITECTUR

AL DETAILS
A. 01/11/24
B. 02/12/24
EXT. WALL AT EXISTING FDN. DETAIL
SCALE 1" : 1' - 0 "
7"
1X3 CEDAR BATTENS
SPACED @ 16" O.C.
1/2" HARDIE-BOARD
'QUIETROCK' DRYWALL @ EXTERIOR
WALLS ADJACENT TO STREET;
5/8" DRYWALL AT ALL OTHER
(N) BATT INSULATION, TYP. LOCATIONS
(E) 2X4 WALL (N) 2X4 WALL
(N) 2X P.T.D.F. STUDS @ 16" O.C.

FLAT FRAMED, W/ RIGID INSULATION
(E) 7" W. CONC. STEM WALL & FOOTING

FLOOR FRAMING

TO BE REMOVED
(N) FLOOR FINISH, SEE FINISH SCHEDULE
(N) 2X10 P.T.D.F. MUDSILL
RIP TO 8 1/2" WIDE
(N) 1/2" OSB

PLYWOOD SHEATHING
(N) CRIPPLE STUD @ 16" O.C.
(SHADED AREA)
(E) SILL PLATE
(E) 2X BLOCK
(N) 2X BLOCK (N) BOLT, EPOXIED INTO (E) CONC. FOOTING,
SEE STR. PLANS

WATERPROOF MEMBRANE
BY EPRO, PAINT ON, 2
COATS @ ALL EXISTING &

NEW FOUNDATION CURBS,

EXTEND DOWN TO FOOTING

TO A POINT THAT IS JUST

BELOW THE INTERIOR

FINISHED SLAB
1X8 BASE WITH 3/4" TALL X 3/8" DEEP

SQUARE CUT AT TOP, SEE FINISH

SCHEDULE
1 DOWEL INTO EXISTING CONC. FOOTING,
SEE STR. DRAWINGS
(N) 5" CONC. SLAB O/ 10 MIL POLY
DAMPPROOFING O/ 6" CRUSHED ROCK,
SEE STR. DRAWINGS
SCALE 1" : 1' - 0 "
81/2"
6" MIN.

LVT FLOOR, SEE FINISH SCHEDULE

HARDIEPANEL SIDING W/
3/4"X2 1/2" "TRUEXTERIOR"
BATTENS AT 16" O.C. ON
"TYVEK" BUILDING WRAP
ON 1/2 SHTG.PER

STRUCTURAL PLANS
2-2X4 STUD WALLS WITH 1 1/2"
GAP
2X10 P.T.D.F. SILL PLATE
RIPPED TO 8 1/2" WIDE.
2-2X4 STUD WALLS WITH 1 1/2"
GAP
2X4 FLAT FURRING W/RIGID

FOAM INSULATION
'QUIETROCK' DRYWALL @ EXTERIOR
WALLS ADJACENT TO STREET;
5/8" DRYWALL AT ALL OTHER

LOCATIONS

WATERPROOF MEMBRANE
BY EPRO, PAINT ON, 2
COATS @ ALL EXISTING &

NEW FOUNDATION CURBS,

EXTEND DOWN TO FOOTING

TO A POINT THAT IS JUST

BELOW THE INTERIOR

FINISHED SLAB
1X8 BASE WITH 3/4" TALL X 3/8" DEEP

SQUARE CUT AT TOP, SEE FINISH

SCHEDULE
INTERMITTANT P.T. BLOCK FOR NAILING
NEW CONC. SLAB
FOOTING, SEE STR. PLANS
2 DBL.WALL @ NEW FOOTING
7"
NEW CONC. SLAB
ON 10 MIL POLY

DAMPPROOFING
(SEE STR. DRWGS)
PATIO @ EXT. WALL DETAIL
SCALE 1" : 1' - 0 "
SLOPE MIN.
1/8" PER FT.
51/2"
(E) 2X4 STUDS @ 16" O.C.
26 GA. G.I. WALL FLASHING - EXTEND
6" MIN. UNDER WALL BLDG. PAPER &
PAST CONC. SLAB
HARDIEPANEL SIDING W/ 1X3
"TRUEXTERIOR" BATTS ON
"TYVEK" BUILDING WRAP ON
PLYWD. SHEATHING PER STRUCT.

DRWGS.
(N) 2X4 STUD RIPPED
TO 2" WIDE @ EACH STUD

FIBERGLASS BATT

INSULATION
5/8" GYP. BOARD
NEW CONC. SLAB
ON 10 MIL POLY

DAMPPROOFING
(SEE STR. DRWGS)
EXISTING CONC. SLAB
P.T.D.F. BLOCKING
3 1/2" M
A
X.
1/2"M
A
X.

LVT FLOORING

METAL SILL, SET IN SEALANT, SHIM

AS NEEDED TO BE FLUSH WITH

INTERIOR FLOOR
ALUM. CLAD WOOD

FRAMED OUTSWING ENTRY
DOORS
4 ENTRY DOOR THRESHOLD DETAIL
SCALE: 1½" = 1'-0"
MIN. 1/8" PER

FT SLOPE
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
1X POPLAR SILL W/ EASED
EDGES, TO EXTEND 3/4"

PAST CASING EACH SIDE

INSULATION PER SECTION NOTES
1 X 3 BORAL TRUEXTERIOR VERTICAL
BATTEN SPACED AT 16" O.C.
10 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
1X JAMB EXTENSION IN POPLAR
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
9 WINDOW/DOOR JAMB/HEAD DETAIL
SCALE: 1½" = 1'-0"
1/4" M
A
X
5/4 X 4 TRUEXTERIOR TRIM
1X4 POPLAR CASING
1X JAMB EXTENSION

IN POPLAR
1 X 3 BORAL TRUEXTERIOR

VERTICAL BATTEN SPACED
AT 16" O.C.
5/8" DRYWALL
ALUM. CLAD WOOD FRAMED

BI-FOLDING DOORS

RECESSED, FLUSH SILL,

PROVIDE DRAINAGE PIPE

PROSOCO ' FAST FLASH'

WATERPROOF MEMBRANE,

UNDER MOIST STOP,

AROUND HEADER

HARDIE PANEL VERTICAL SIDING,

SMOOTH, IN WHITE

MOIST STOP FLASHING, UNDER
BLDG. PAPER

PROVIDE BLOCK BEFORE

POURING CONCRETE

LVT FLOORING
12 BIFOLD DOOR SILL DETAIL
SCALE: 3" = 1'-0"
1/8" PER FT MIN. SLOPE

COLUMN BASE DETAIL
SCALE 1" : 1' - 0 "
9 1/2"
1/4"
6"X6" WOOD COLUMN PER

STRUCTURAL PLANS
2X10 "TRUEXTERIOR" TRIM

COLUMN VENEER, MITERED

AT EDGES

WOOD SHIMS AS

REQUIRED

WOOD SHIMS AS

REQUIRED
1X8 TRUEXTERIOR BASE TRIM POST BASE PER
STR. PLANS
(N) 5" CONC. SLAB, SEE STR.

DRAWINGS

COLUMN BASE FOOTING,
SEE STR. DRAWINGS
13 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
14 INT. DOOR JAMB/HEAD CASING & BASE DETAIL
SCALE: 1½" = 1'-0"
GABLE END BEAM @ COLUMN DETAIL
SCALE 1 1/2" : 1 ' - 0 "
9 1/2"
6" "TRUEXTERIOR"
"V" GROOVE SIDING

AT PORCH CEILING
1X3 "TRUEXTERIOR"
TRIM

SIMPSON CCOQ COLUMN CAP

PER STRUCTURAL DETAILS
6"X6" WOOD COLUMN PER

STRUCTURAL PLANS
2X10 "TRUEXTERIOR" TRIM

COLUMN VENEER, MITERED

AT EDGES
1X4 "TRUEXTERIOR" TRIM
2X2 "TRUEXTERIOR" TRIM,
PROVIDE 1/4" DRIP KERF
26 GA. MIN. G.I. DRIP CAP
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
6X12 STRUCTURAL BEAM
-SEE STRUCTURAL PLANS

WOOD SHIMS AS

REQUIRED

WOOD SHIMS AS

REQUIRED
2X2 "TRUEXTERIOR" TRIM, PROVIDE
1/4" DRIP KERF
26 GA. MIN. G.I. DRIP CAP
HARDIEPANEL SIDING W/3/4"X2
1/2" "TRUEXTERIOR" BATTENS AT
16" O.C. ON "TYVEK" BUILDING
WRAP ON 1/2 SHTG.PER

STRUCTURAL PLAN
5/8" 'DENSGLASS'
7 EAVE @ PATIO ROOF DETAIL
SCALE 1 1/2" : 1 ' - 0 "
1/4"
6" "TRUEXTERIOR"
"V" GROOVE SIDING

AT PORCH CEILING
1X3 "TRUEXTERIOR"
TRIM
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
6X12 STRUCTURAL BEAM
-SEE STRUCTURAL PLANS
5"X4" 26 GA. SLOPED

CORROSION RESISTANT

METAL GUTTER TO MATCH

EXISTING W/ A GUTTER

COVER THAT PREVENTS THE

ACCUMULATION OF LEAVES &
DEBRIS
2X12 "TRUEXTERIOR" FASCIA ON 3/4"

BLOCKING
26 GA. MIN. G.I. DRIP EDGE W/RING
SHANK NAILS AT 4" O.C. STAGGARED
OR IB FASTENERS AT 12" O.C.
8" WIDE GAF "EVERGUARD"

FLASHING STRIP-HEAT WELDED
2" MIN CLOSED-CELL, SPRAY

FOAM INSULATION, SEE SECTION

NOTES FOR SPECS
CLASS 'A' ROOF ASSEMBLY: 50 MIL
IB ROOFING O/ USG 1/4" USG
"SECUREROCK" O/ RIGID FOAM
FOR SLOPING O/PLYWOOD SHTG.

APPLY PER MANUF. SPECS &

INSTRUCTIONS
5/8" 'DENSGLASS'
1/2" OSB PLYWOOD WRAPPED BEAM
6 PORCH BEAM @ COLUMN DETAIL
SCALE 1 1/2" : 1 ' - 0 "
9 1/2"
1/4"
6" "TRUEXTERIOR"
"V" GROOVE SIDING

AT PORCH CEILING
1X3 "TRUEXTERIOR"
TRIM

SIMPSON CCOQ COLUMN CAP

PER STRUCTURAL DETAILS
6"X6"X1/2" HSS COLUMN PER

STRUCTURAL PLANS
2X10 "TRUEXTERIOR" TRIM

COLUMN VENEER, MITERED

AT EDGES
1X4 "TRUEXTERIOR" TRIM
2X2 "TRUEXTERIOR" TRIM,
PROVIDE 1/4" DRIP KERF
26 GA. MIN. G.I. DRIP CAP
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
6X12 STRUCTURAL BEAM
-SEE STRUCTURAL PLANS
5"X4" 26 GA. SLOPED

CORROSION RESISTANT

METAL GUTTER TO

MATCH EXISTING W/ A

GUTTER COVER THAT

PREVENTS THE

ACCUMULATION OF

LEAVES & DEBRIS
2X12 "TRUEXTERIOR" FASCIA
ON 3/4" BLOCKING

WOOD SHIMS AS

REQUIRED

WOOD SHIMS AS

REQUIRED
26 GA. MIN. G.I. DRIP EDGE W/RING
SHANK NAILS AT 4" O.C. STAGGARED
OR IB FASTENERS AT 12" O.C.
8" WIDE GAF "EVERGUARD"

FLASHING STRIP-HEAT WELDED
1X12 "TRUEXTERIOR" TRIM ON 1/2"

PLYWOOD SHEATHING
5/8" 'DENSGLASS'
CLASS 'A' ROOF ASSEMBLY: 50 MIL
IB ROOFING O/ USG 1/4" USG
"SECUREROCK" O/ RIGID FOAM
FOR SLOPING O/PLYWOOD SHTG.

APPLY PER MANUF. SPECS &

INSTRUCTIONS
2" MIN. CLOSED-CELL, SPRAY

FOAM INSULATION, SEE SECTION

NOTES FOR SPECS
5 SCALE 1 1/2" : 1 ' - 0 "
61/2"
7 1/4"
7"
5"
7 1/4"
1X MITERED WHITE OAK

WRAP, CLEAR GRADE
1X MITERED WHITE OAK

WRAP, CLEAR GRADE

STEEL BEAM,
SEE STR. PLANS
4X6 STR. KING POST
1X MITERED WHITE OAK

WRAP, CLEAR GRADE
2X4 CLEAT

STRUCTURAL RIDGE,
SEE STR. PLANS
2X4 CLEAT

NAILED TO
BLOCKS
1X8 WHITE OAK,

CLEAR GRADE
1X8 WHITE OAK,

CLEAR GRADE
2X BLOCKS @
32" O.C. WHERE

REQUIRED FOR
BEAMS

ACOUSTIC DRYWALL SYSTEM,

SEE CROSS SECTIONS
30 MIL THICKNESS
(DRY) FFG E-84

INTUMESCENT

COATING AROUND

ENTIRE POST,

SPECIAL
INSPECTION REQ'D.
30 MIL THICKNESS (DRY) FFG E-84

INTUMESCENT COATING AROUND

ENTIRE BEAM, SPECIAL INSPECTION
REQ'D.
35 MIL THICKNESS (DRY) FFG E-84

INTUMESCENT COATING AROUND ENTIRE
BEAM, SPECIAL INSPECTION REQ'D.
35 MIL THICKNESS (DRY) FFG E-84

INTUMESCENT COATING AROUND ENTIRE
BEAM, SPECIAL INSPECTION REQ'D.

A
A
B
B

KING POST & BEAM WRAP DETAILS
W/ 1-HOUR FIRE RATINGS
11 1 HOUR FIRE RATED
ASSEMBLY: WOOD BEAM
& COLUMN REPORT NOS.

GL115411 & GL115511
1 HOUR FIRE RATED
ASSEMBLY: TUBE STEEL
BEAM REPORT NO.

GL 115611, GL88311
1-HOUR WALL & ROOF/CEILING ASSEMBLY DETAILS
SCALE 1 1/2" : 1 ' - 0 "
10'-0" MIN.

ACOUSTIC DRYWALL

SYSTEM, SEE CROSS

SECTIONS
5/8" TYPE 'X' GYPSUM BOARD

HARDIEPANEL

SIDING W/
3/4"X2 1/2"
"TRUEXTERIOR"
BATTENS AT 16"
O.C. ON
"TYVEK"

BUILDING WRAP
ON 1/2
SHTG.PER

STRUCTURAL
PLANS
SEE
DETAIL
2/A-10

PROVIDE RAFTER AT EDGE OF

INTERIOR WALL FRAME AS SHOWN
& CONTINUE INTUMESCENT PAINT

DOWN TO TOP PLATES
30 MIL THICKNESS (DRY) FFG
E-84 INTUMESCENT COATING,
SPECIAL INSPECTION REQ'D.

CONTINUE INTUMESCENT PAINT TO NEXT RAFTER
3/4" PLYWOOD 0/ 2X8 RAFTERS
8 1-HOUR FLOOR/CEILING ASSEMBLY
REPORT # GL 115411
1-HOUR EXT. WALL ASSEMBLY
UL U305 (INT.) & JH/FCS 60-03 (EXT.)
1-HOUR WALL ASSEMBLY DETAIL @ CHIMNEY
SCALE 1 1/2" : 1 ' - 0 "
5/8" TYPE 'X' GYPSUM BOARD
2" STONE VENEER APPLIED PER
MFR'S SPECIFICATIONS, O/ 2 LAYERS

GRADE 'D' BUILDING PAPER, SEE

EXTERIOR FINISHES SCHEDULE

FLAMEBLOCK OSB

SHEATHING
R-21 BATT INSULATION
BETWEEN 2X6 WOOD
STUDS @ 16" O.C.
15 1-HOUR EXT. WALL ASSEMBLY
UL U305 (INT.) & DESIGN NO. V340 (EXT.)

Page 162 of 224 ends

REVISIONS
DATE:

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-12
11/10/23

INTERIOR
ELEVATIONSKITCHEN &
GREAT
ROOM
A. 01/11/24
B. 02/12/24
1'-
4" 4'-
8" 4'-1"
7'-
0" 2'-11" 2"
10'-1"
2'-
3" 7" 2'-
0"
3"
1 1/2" 3'-11/2" 11/2" 2'-5" 2'-0" 1" 2'-10" 1" 1'-6" 2'-11" 1" 3'-0" 3" MIN.

CLEAR
2'-10"
< 5
4"
15"-
4 8"
A2
A3
A5
A6
A7
A12 A9 A12
A12
A12
A1
A2
A3
A4
P1 P2
F4 F4
F4
F4
F5
F6
F7
F8
F17
freezer
drawer
refrigerator
trash/
recycle
drawer
2'-10"
2'-
81/2"
2 9" min.)
A4
F4
F5
F5
2'-10"
F5
2'-10"
EQ EQ
A10
A8
A12
A5
A8 F5
F5
F4
F8
2'-10"
F5

EQ EQ EQ
2'-3" min.
3'-
0" 5'-
0"
A12
A12
F4
F4
F8
server
closet
w/ lock

EQ EQ EQ
2'-
6"
A12 A12
A9
F14
F15
F16
F4
F8
F1 F1
3'-8" 4'-0"
1'-7" 2'-0"
6"
3'-6" 7
3/4"
3'-81/2"
2 4" m
a
x.
40" min.
4 1
5 6
7 2
3 A3
A7
A1
A1
A1
A3
A2
A4
A5
A6
A7
A8
A9
A13
A10
A11
A12
A12
A12
A12
A12
A12
A1
A2
A3
A4
A5
A6
A7
A8
P1
P2
R1
R2
R3
R4 R5
R6
dbl
ovens
3 4"
2 7" min.

A2
A3
A1
P1
P2
F1
F4
F2
2'-10"
4'-
6"
5'-
6"
3'-3" min.
4 8" m
a
x.

A12
A11
A7
F1
F4
SPAN
panel
(see
elec.
plans)
(to all o
p
erable
parts)

ACCESIBLE SPACE
30"X48" CLEAR FLOOR SPACE

PROVIDE A LAVATORY WITH A CENTER LINE THAT IS A MINIMUM OF 18" HORIZ. FROM AN ADJOINING WALL OR PARTITION. THE FIXTURE SHALL BE A MIN. OF 17" DEEP, MAX. 25" DEEP HORIZ. AND THE TOP OF THE FIXTURE RIM SHALL BE 34" OR LESS ABOVE THE FIN. FLOOR WITH VERT. CLEARANCE OF 27". PROVIDE A OBSTRUCTION FREE 9" HIGH MIN. TOE CLEARANCE EXTENDING TOWARD THE BACK WALL NO MORE THAN 6" FROM THE BACK WALL. INSULATE HOT SUPPLY AND WASTE DRAIN PIPES. 11B-606, 11B-305 & 11B-306

ACCESSIBLE SINK

ACCESSIBLE SINK 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

ACCESSIBLE WORK SURFACE
PROVIDE MIN. 30" WIDE SECTION OF COUNTER WITH A CLEAR FLOOR SPACE OF 30"X48" FRONT APPROACH, A MIN. OF 17" DEEP, MAX. 25" DEEP HORIZ. AND THE TOP OF THE COUNTER SHALL BE 34" OR LESS ABOVE THE FIN. FLOOR WITH VERT. CLEARANCE OF 27" TO FLOOR.

PROVIDE A OBSTRUCTION FREE 9" HIGH MIN. TOE CLEARANCE
EXTENDING TOWARD THE BACK WALL NO MORE THAN 6" FROM THE BACK WALL. INSULATE HOT SUPPLY AND WASTE DRAIN PIPES.
11B-804.3, 11B-305 & 11B-306

DISHWASHER
PROVIDE DISHWASHER THAT WILL ACCOMMODATE A 34" TALL
COUNTER ABOVE. SEE EQUIPMENT SCHEDULE. PROVIDE A 30"X48"

CLEAR FLOOR SPACE ADJACENT TO THE DISHWASHER THAT IS NOT OBSTRUCTED BY THE DISHWASHER DOOR IN THE OPEN POSITION. 11B-804.6.3 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING

OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE
PARTS SHALL BE 5 POUNDS MAX. CBC 11B-309

REFRIGERATOR/FREEZER

PROVIDE REFRIGERATOR WITH FREEZER DRAWER AT THE BOTTOM, AND THE REFRIGERATOR DOOR ABOVE WITH A HINGE ON THE RIGHT.

PROVIDE MIN. 3" OF SAPCE BETWEEN REFRIGERATOR AND
ADJACENT WALL. SEE EQUIPMENT SCHEDULE. PROVIDE A 30"X48"

CLEAR FLOOR SPACE ADJACENT TO THE OVENS WITH THE
CENTERLINE OF THE SPACE NO MORE THAN 24" OFF OF THE CENTER LINE OF THE REFRIGERATOR. 11B-804.6.6 OPERABLE PARTS SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
MAX. CBC 11B-309
A1
A2
A3
A4
A5
A6

KITCHEN ACCESSIBILITY NOTES

DOUBLE OVENS

PROVIDE BOTTOM HINGED DOUBLE OVENS SUCH THAT THE WORK
SURFACE IS ADJACENT. SEE EQUIPMENT SCHEDULE. PROVIDE A
30"X48" CLEAR FLOOR SPACE ADJACENT TO THE OVENS.
11B-804.6.5 OVENS SHALL HAVE CONTROLS ON THE FRONT PANEL.

OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL

NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE

WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. CBC 11B-309

COOKTOP
PROVIDE INDUCTION COOKTOP WITH A 30"X48" CLEAR FLOOR SPACE ADJACENT FOR A SIDE APPROACH. SEE EQUIPMENT SCHEDULE.
11B-804.6.4 CONTROLS SHALL NOT REQUIRE REACHING ACROS
BURNERS. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING

OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE
PARTS SHALL BE 5 POUNDS MAX. CBC 11B-309

TRASH/RECYCLE
PROVIDE TRASH/RECYCLE DRAWER WITH A 30"X48" CLEAR FLOOR SPACE ADJACENT FOR A SIDE APPROACH. SEE EQUIPMENT
SCHEDULE. 11B-804.6

MICROWAVE DRAWER
PROVIDE MICROWAVE DRAWER WITH A 30"X48" CLEAR FLOOR
SPACE ADJACENT FOR A SIDE APPROACH. SEE EQUIPMENT
SCHEDULE. 11B-804.6

PROVIDE REFRIGERATOR WITH FREEZER DRAWER AT THE BOTTOM, AND THE REFRIGERATOR DOOR ABOVE WITH A HINGE ON THE RIGHT.

PROVIDE MIN. 3" OF SAPCE BETWEEN REFRIGERATOR AND
ADJACENT WALL. SEE EQUIPMENT SCHEDULE. PROVIDE A 30"X48"

CLEAR FLOOR SPACE ADJACENT TO THE OVENS WITH THE
CENTERLINE OF THE SPACE NO MORE THAN 24" OFF OF THE CENTER LINE OF THE REFRIGERATOR. 11B-804.6.6 OPERABLE PARTS SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
MAX. CBC 11B-309

WATER BOTTLE FILLING STATION

PROVIDE AUTOMATIC WATER BOTTLE FILING STATION, RECESSED, WITH FILTER AND CHILLER, WITH A 30"X48" CLEAR FLOOR SPACE ADJACENT FOR A SIDE APPROACH. SEE EQUIPMENT SCHEDULE.
11B-804.6

STORAGE
PROVIDE ADJUSTABLE SHELVES WHERE SHELVING IS INDICATED.

PROVIDE DRAWERS THAT EXTEND THE FLUL LENGTH OF THE DRAWER DEPTH. ALL HINGES AND HARDWARE SHALL BE SOFT-CLOSE.

COOKTOP HOOD
PROVIDE RECESSED 600 CFM COOKTOP HOOD, WITH REMOTE
BLOWER, REMOTE CONTROL AND LIGHTS. SEE EQUIPMENT SCHEDULE A7
A8
A9
A10
A11
A12
A13
1 SCALE: 1/2" = 1'-0"
Kitchen
4 SCALE: 1/2" = 1'-0"
Island
5 SCALE: 1/2" = 1'-0"
Island
6 SCALE: 1/2" = 1'-0"
Island
7 SCALE: 1/2" = 1'-0"
Island
16 SCALE: 1/2" = 1'-0"
Cabinets
17 SCALE: 1/2" = 1'-0"
FIreplace Wall
SCALE: 1/2" = 1'-0"

FLOOR PLAN-ACCESSIBILITY
2 SCALE: 1/2" = 1'-0"
Kitchen
3 SCALE: 1/2" = 1'-0"
Kitchen

Page 163 of 224 ends

REVISIONS
DATE:

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-13
11/10/23

INTERIOR
ELEVATIONSRESTROOMS
A. 01/11/24
B. 02/12/24
3 4" m
a
x.
4 0" m
a
x.
4 0" m
a
x.
3 3"-3
6"
17"-19" to
to
p
of s
e
at
2'-6"
42" min.
19" MIN.
2 9" min.
4 0" m
a
x.
7"-9"
4 0" m
a
x.
4 8" m
a
x.
2 8"min.-3
4"m
a
x.

A1
A2
A3
A5
A6
A7
A8
A8
A8 A9
A8
P3
P7
P4
R6
R1
R2
R3
R5
F10
F12
F13
3 3"-3
6"
17"-19"
20"-24"
17"-19"
1 1/2" max.
3" max.
2'-6"
8'-
0"
12" min. 24" min.
5'-10"
2 0" m
a
x. 5
4"
18"
A1
A3
A15
A18
A19
P4
P6
A23
R9
R7
F10
F12
F13
3 3"-3
6"
a
b
o
v
e f.f.
16" min.
27" max.
6" max.
4 8" m
a
x.
17" m
a
x.
17"-19"
1 1/2" max.
15"-16"
4'-0" min.
5'-0"
A15
A16
A17
A18
A19
A14
P6
P5
R7
F10 F10
F12 F12
F13 F13
3 4" m
a
x.
2 9" min.
8"min.
11"
17" m
a
x.
2 7" min.
19" min.
4 4" m
a
x.

A5 A6
A7
A14
P3 P7
R6
F10
F12
F12
F13 F13
F9
F2
15 15" min. " min.
3 6"
A21 A20
P8 P7
P4
R6
F10
F12
F13
3'-
6"
A21 A22
P4 P9
P10
R8
R2
F10
F12
F13
8'-1"
F10
F9 F9
F2
3 6"
A21
P8 P7
R6
F10
F12
F13
F9
F2
1'-6"
5'-0"
5'-0" clear
2'-6" cle
ar 2'-6" cle
ar
4'-0"
4'-0"
1'-8"
1'-6"
5'-0"
6"
3'-6" 7
3/4"
15"-16"
1 1/2"
21/2" max.
2'-7"
1'-9"
6'-6"
2 4" m
a
x.
8 9
10 A1 A2
A3
A4
A4
A5
A6
A7
A8
A9
A12
A13
A14
A15 A16 A17 A18
A19
A7
P3 P7
P4
P5
P6
R1
R2
R3
R4 R5
R6
R7 bench
A11
11 TOILET TO BE THE ELONGATED TYPE CENTERED AT 17" MIN.

TO 18" MAX. FROM ADJACENT WALL & SEAT TO BE NO LESS
THAN 17" TO 19" ABOVE FLOOR.

ACCESSIBLE WATER CLOSET

ACCESSIBLE WATER CLOSET CONTROLS

GRAB BARS AT WATER CLOSET
PROVIDE 1 1/4" - 1 1/2" DIA. GRAB BARS AT WALLS ADJACENT TO TOILET CENTERED AT 33" TO 36" ABOVE FLOOR. SIDE WALL GRAB BARS SHALL BE MIN. 42" LONG AND EXTEND 24" IN FRONT OF TOILET AND BE NOT MORE THAN 12" FROM REAR WALL. REAR GRAB BAR
SHALL BE MIN. 36" LONG AND EXTEND NOT LESS THAN 12" FROM THE CENTER LINE OF THE TOILET ON ONE SIDE AND 24" FROM THE
CENTER LINE ON THE OTHER . THERE SHALL BE A GAP OF 1 1/2" BETWEEN THE WALL AND THE GRAB BAR. CBC SEC. 11B-604.5.1 & 11B-604.5.2

TOILET TISSUE DISPENSERS

ACCESIBLE SPACE
30"X48" CLEAR FLOOR SPACE

TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES,
DISPENSERS AND CONTROLS.

MIRRORS

WHEELCHAIR CLEARANCE
A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27"

ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF
SUFFICIENT SIZE TO INSCRIBE A 60"Ø MIN. CIRCLE. A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12".

UNISEX BATHROOM DOOR SIGNAGE

WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES,

DISPENSERS, OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, AT

LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE

ROUTE WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR AND SHALL COMPLY WITH SECTION CBC 11B-309.4, 11B-603.5. CONTROLS AND OPERATING MECHANISMS.

OBJECTS BETWEEN 27 IN. & 80 IN. FROM THE FLOOR SHALL NOT PROTRUDE MORE THAN 4 IN. INTO THE CIRCULATION PATH, SECTION 11B-307.2

THE CENTER OF THE TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL CENTERED AT 7"MIN.-9" MAX. FROM THE FRONT EDGE OF THE TOILET SEAT WITH THE OUTLET BELOW THE GRAB BAR AT 19" MIN. FROM THE FLOOR. DISPENSERS SHALL NOT BE OF THE TYPE

THAT CONTROL DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. CBC 11B-604.7

FLUSH VALVES SHALL BE MOUNTED ON THE OPEN SIDE OF THE
TOILET AREA NO MORE THAN 44" ABOVE THE FLOOR. CONTROLS

SHALL BE 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. CBC SEC. 11B-309.4 & 11B-604.6

ALL MIRRORS ABOVE ACCESSIBLE LAVATORIES OR COUNTER TOPS

SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAX. ABOVE FINISH FLOOR OR GROUND. CBC SEC. 11B-603.3

PROVIDE A LAVATORY WITH A CENTER LINE THAT IS A MINIMUM OF 18" HORIZ. FROM AN ADJOINING WALL OR PARTITION. THE FIXTURE SHALL BE A MIN. OF 17" DEEP HORIZ. AND THE TOP OF THE FIXTURE RIM SHALL BE 34" OR LESS ABOVE THE FIN. FLOOR WITH VERT.

CLEARANCE OF 29" AT OUTSIDE EDGE OF APRON TO FLOOR
REDUCING TO 27" AT 8" BACK FROM FRONT EDGE. PROVIDE A
OBSTRUCTION FREE 9" HIGH MIN. TOE CLEARANCE EXTENDING
TOWARD THE BACK WALL NO MORE THAN 6" FROM THE BACK WALL.

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" IN DIAMETER WITH A EQUILATERAL TRIANGLE 1/4" TH.

SUPERIMPOSED ON THE CIRCLE WITHIN THE 12" DIAMETER, BOTH WITH EASED, CHAMFERED OR ROUNDED EDGES. THE SYMBOL SHALL BE
MOUNTED CENTERED 58"MIN. TO 60" MAX. FROM THE FLOOR WITH THE VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL BE A

CONTRASTING COLOR WITH THE CIRCLE AND THE CIRCLE SHALL BE A CONTRASTING COLOR WITH THE DOOR. CBC SECTIONS 11B-216.8 & 11B-703.7.2.6

RAISED LETTER/BRAILLE SIGN

VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPER CASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPER CASE LETTER "I". STROKE THICKNESS OF THE UPPER CASE LETTER "I" SHALL BE 10% MIN. 20% MAX. OF THE HEIGHT OF THE CHARACTER. RAISED LETTER/BRAILLE SIGNS SHALL HAVE LETTERS RAISED 1/32" HIGH THAT ARE 5/8" MIN. & 2" MAX. TALL, SANS SERIF UPPER CASE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" MIN. & 1/2" MAX. DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TEXT. THESE SIGNS SHALL BE MOUNTED ON THE LATCH SIDE OF THE DOOR BETWEEN 48" MIN. TO THE FLOOR TO THE LOWEST BASELINE OF BRAILLE AND 60" MAX. TO THE FLOOR TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE SUCH THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT

ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN A
SWINGING DOOR.

TOILET ACCESS SPACE
60"X48" CLEAR FLOOR SPACE IN FRONT OF TOILET
URINAL
PROVIDE A WALL MOUNTED URINAL THAT EXTENDS MIN 13.5" FROM THE WALL WITH A RIM AT MAX. 17" ABOVE THE GROUND. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. FLUSH
CONTROL SHALL BE MOUNTED AT A MAX. 44" ABOVE F.F.

CBC 11B-605

SHOWER COMPARTMENT
STANDARD ROLL-IN SHOWER COMPARTMENT, 60" WIDE X 30" DEEP MIN. INSIDE CLEARANCE, MEASURED AT CENTER POINTS OF
OPPOSING SIDES WITH A FULL OPENING WIDTH ON THE LONG SIDE.

PROVIDE A 36"X60" CLEAR SPACE ADJACENT TO THE OPENING OF THE SHOWER. CBC 11B-602.2 THRESHOLD INTO SHOWER
COMPARTMENT SHALL BE 1/2" HIGH MAX., W/ 1/4" MAX. VERTICAL RISE AND 1/4" MAX. BEVEL AT 1 IN 2 SLOPE CBC 11B-608.7

GRAB BARS AT SHOWER
PROVIDE 1 1/4" - 1 1/2" DIA. GRAB BARS SHALL BE INSTALLED ON THE BACK WALL AND SIDE WALL OPPOSITE THE SEAT, MAX. 6" FROM THE ADJACENT WALLS, AT A HEIGHT OF 33"-36". SPACING BETWEEN THE WALL AND THE GRAB BAR SHALL BE MIN. 1 1/2". GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ALLOWABLE STRESSES

SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250lbs. IS APPLIED AT ANY POINT ON

THE GRAB BAR, FASTENER, MOUNTING DEVICE OR SUPPORTING
STRUCTURE. CBC 11B-608.3.2 & 609

CONTROLS AT SHOWER

THE CONTROLS , FAUCETS AND THE SHOWER SPRAY UNIT SHALL BE

LOCATED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 16"-27" FROM THE SEAT WALL, AND SHALL BE
LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48" ABOVE THE SHOWER FLOOR. CBC 11B-309.4

SHOWER SEAT
PROVIDE FOLDING SHOWER SEAT AT 17"-19" HIGH, EXTENDING FROM THE BACK WALL TO WITHIN 3" OF THE OPENING. SEAT SHALL BE MAX. 2 1/2" FROM REAR EDGE TO BETWEEN 15"-16" FROM REAR WALL.

MAX. 1 1/2" GAP BETWEEN BACK WALL AND SEAT EDGE. CBC
11B-610.3 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR

MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF
250lbs. IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURE. CBC 11B-610.4
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18

RESTROOM ACCESSIBILITY NOTES
PROVIDE FOLDING SHOWER SEAT AT 17"-19" HIGH, EXTENDING FROM THE BACK WALL TO WITHIN 3" OF THE OPENING. SEAT SHALL BE MAX. 2 1/2" FROM REAR EDGE TO BETWEEN 15"-16" FROM REAR WALL.

MAX. 1 1/2" GAP BETWEEN BACK WALL AND SEAT EDGE. CBC
11B-610.3 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR

MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF
250lbs. IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURE. CBC 11B-610.4
BENCH
PROVIDE A 48" LONG, 20"-24" DEEP, & 17"-19" TALL, PERMANENTLY MOUNTED BENCH, W/ 30"X48" GROUND SPACE PARALLEL AND
ADJACENT TO THE NARROW END. THE SEAT SHALL BE NO MORE
THAN 2 1/2" FROM THE BACK SUPPORT. ALLOWABLE STRESSES

SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250lbs. IS APPLIED AT ANY POINT ON

THE SEAT, FASTENER, MOUNTING DEVICE OR SUPPORTING
STRUCTURE.CBC 11B-903

WATER CLOSET
PROVIDE WATER CLOSET WITH MIN. 15" FROM CENTERLINE TO ANY WALL OR PARTITION OR OBSTRUCTION. THERE SHALL BE A MIN. OF 21" IN FRONT OF WATER CLOSET. CBC 2903.1

LAVATORY
PROVIDE LAVATORY WITH MIN. 15" FROM CENTERLINE TO ANY WALL OR PARTITION OR OBSTRUCTION. THERE SHALL BE A MIN. OF 21" IN FRONT OF LAVATORY. CBC 2903.1

MOP SINK

PROVIDE MOP SINK WITH HOT & COLD WATER AND DRAIN FOR MOP WATER AND CLEANING PURPOSES.

TALL MIRROR
PROVIDE 18" WIDE X 54" TALL MIRROR WITH REFLECTIVE SURFACE NO MORE THAN 20" ABOVE THE FLOOR, AND MOUNTED TO AFFORC

A PERSON USE OF THE MIRROR WHILE SITTING AT A BENCH OR
STANDING.

A19
A20
A21
A22
A23
1'-6"
5'-0"
1'-9
1/2"
(15" min.)
1'-6"
15" min.
12 13
14 15
A20
A21
A22
A12
P4
P8 P7
P9 P10
R8
R2
R1 R6
A11
8 SCALE: 1/2" = 1'-0"
Accessible Restroom 9 SCALE: 1/2" = 1'-0"Accessible Restroom 10 SCALE: 1/2" = 1'-0"
Accessible Restroom 11 SCALE: 1/2" = 1'-0"Accessible Restroom 12 SCALE: 1/2" = 1'-0"
Restroom 13 SCALE: 1/2" = 1'-0"Restroom
14 SCALE: 1/2" = 1'-0"
Restroom 15 SCALE: 1/2" = 1'-0"Restroom
SCALE: 1/2" = 1'-0"

RESTROOM FLOOR PLAN
SCALE: 1/2" = 1'-0"

ACCESSIBLE RESTROOM FLOOR PLAN

Page 164 of 224 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. S H E E T A REMODEL/ADDITION AT:

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

ASSHOWN
A-14
11/10/23

FINISHES&

FIXTURES

SCHEDULES
A.01/11/24
B.02/12/24

EXPOSEDCONCRETESLAB,WITH

CONTROLJOISTSASSHOWN

EXPOSEDCONCRETESLAB,WITH

CONTROLJOISTSASSHOWN
(N)GATHERINGROOM
(E)COVEREDPORCH
(N)KITCHEN

STORAGE
(N)MEETINGROOM
(N)COVERED

VERANDA
(N)ENTRY

ACCESSIBLE

ALLGENDER

RESTROOM

ALLGENDER

RESTROOM
F1F2F3
F1F2F3
F1F2F3
F1F2F3
F16
F16
F9F4F8F
9 F9
F9
F4
F8
F4
F8
F14
F15
F4F5
F4F5F7 F17 F6
F8
F8
F1F2F3
F10F11
F2
F2
F2
F2
F9F2
F12
F13
F10F11
F12
F13

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,
BACKSPLASH TRIM F7 Bedrosians, Cloe, Ceramic Tile .5”x8” Green Bedrosians Glossy finish, to surround each window

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 APPLIANCE SCHEDULE

ROOM SYMBOL
NUMBER

APPLIANCE MANUFACTURER MODEL COLOR SPECIAL FEATURES
Kitchen A1 Dishwasher Meiko FV 40.2 Stainless Steel
fits under 34” high counter, provide alternate racks
Kitchen A2 Single Oven Thermador POD301LW Stainless Steel Professional Series, Hinge on Left, all electric Kitchen A3 Single Oven Thermador POD01W Stainless Steel Professional Series, at accessible height Kitchen A4 Refrigerator Thermador T36BB925SS Stainless Steel Right Hinge Door on Upper, Drawer @ lower, provide water for ice maker Kitchen A5 Induction Cooktop Thermador CIT36YWBB Dark Gray Induction Cooktop, Frameless Burners with Touchscreen Kitchen A6 Hood Wolf VC36C Stainless Steel Recessed in ceiling, 600 CFM with Remote Blower Kitchen A7 Bottle FIlller Elkay LBWD00 Aspen White Automatic bottle filler with filtration and chiller, see elevations for mounting height Kitchen A8 Microwave Thermador MD24JS Stainless Steel Microwave drawer, 24” Gathering Room A9 Electric Fireplace Modern Flames OR52-SLIM N/A Single-sided, linear electric fireplace
Covered Veranda A10 Electric Heater Infratech WD-6024 White (2) units, flush mounted, w/ solid state control package
1 PLUMBING FIXTURE SCHEDULE

ROOM SYMBOL
NUMBER

FIXTURE QTY MANUFACTURER MODEL COLOR SPECIAL FEATURES
Kitchen P1 Sink1 Kohler Cairn K-27785 Matte 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/
Restroom
P4 Water Closet2 Toto MS746124CEMFG White meets CBC accessibility req’s, High E fficiency, Dualflush, Elongated Bowl
Accessible
Restroom
P5 Urinal1 Sloan WES-1000 White Waterless urinal
Accessible
Restroom
P6 Shower1 Barrier Free
Architecturals, Inc.

SKU LES2633A75T White CBC Accessibility Compliance features, flush floor installation, white tile-like finish
Accessible
Restroom/
Restroom
P7 Faucet2 American Standard 702B.105, PK00.HAC,
605XTMV1070
Brushed
Nickel
Paradigm Electronic Integrated Proximity Lavatory Faucet, hard wired, back-up battery feature, & thermostatic mixing valve
Restroom P8 Lavatory1 Nameek’s Teorema Plus, Scarabeo
5111
White Wall mounted on wood deck countertop
Restroom P9 Mop Sink1 Advance Tabco 9-OP-20 Stainless 16” x 20” x 6” tall mop sink, floor mounted
Restroom P10 Faucet1 Waterloo 750FMS8 Chrome Mop Sink Faucet, wall mounted at 12” above mop sink 1

RESTROOM ACCESSORIES SCHEDULE

ROOM SYMBOL
NUMBER

ACCESSORY QTY MANUFACTURER MODEL COLOR SPECIAL FEATURES Accessible
Restroom/
Restroom
R1 Soap Dispenser2 American Specialties,
Inc.

Model #0362 Stainless
Brushed
Surface mounted Automatic Soap Dispenser
Accessible
Restroom/
Restroom
R2 Paper Towel
Dispenser, Waste, &
Hand Dryer
2 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/
Restroom
R6 Mirror2 Joss & Main Savina Wall Mirror Black 24” x 40” wood framed mirror Accessible
Restroom
R7 Bench1 A Plus Warehouse LBSBKT20048-B Natural Wood/
Black
Wall Mounted, 20”x48” wood bench, with black mounting brackets, apluswhs.com
Restroom R8 Toilet Paper,
Sanitary Disposal, &
Seat Cover
Dispenser
1 American Specialties,
Inc.

Model #0482 Stainless
Brushed
Recessed, toilet paper dispenser (2), sanitary disposal, & Seat cover dispenser in one
Accessible
Restroom
R9 Tall Mirror1 Joss & Main Savina Wall Mirror Black 18” x 60” 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 Deco, Wall Mount, “Walker
Tapered Sconce”
Pottery Barn Matte Black2 1 LED bulb, E26
KITCHEN L3 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RFF-OW
8 GATHERING/

MEETING
L4 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RLF-OW
16 RESTROOMS L5 Deco, Wall Mount,
Westchase Vanity Light- 2
light
Shades of Light SKU BS23053 BK Black2 2 LED lights
RESTROOMS L6 Entra 3” Adjustable LED
Downlight
Visual Comfort & Co Housing: EN3R-LH-9-30-
AA-I Trim: EN3RFF-OW
3 RESTROOMS L7 Fan/Light Combo Panasonic RG-R811LA White2 Whisper Remodel DC, w/ light, 0.8-sone, 110 CFM, Energy Star

VERANDA/

COVERED WALK
L8 Entra 3” LED Downlight, wet
location
Visual Comfort & Co. Housing: EN3R-LH-9-30-
AA-I Trim: EN3RLF-SW
9 EXTERIOR ENTRY L9 Deco Wall Sconce,
“Yaquina” LED
Rejuvenation Oil-Rubbed
Bronze
2 4” projection

GATHERING/

MEETING
L10 Deco Chandelier,
“Designers Fountain -
Carmine 5 light”
Perigold SKU: P100043704 Matte Black2 LED bulbs, E26 base

RESTROOMS
WALLS & CEILINGS F10 Interior Acrylic Latex Paint, Satin finish, o/ drywall BM OC-28,
Collingwood
Benjamin Moore Level 4 texture
FLOOR F11 Ceramic tile, Makoto - mosaic sheet, 2” round tile mosaic on mesh
10”x10” Midori Green Bedrosians on thin set, with white grout WAINSCOTT F12 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 F13 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 DOORS F9 White Oak, clear grade, solid core, 1 3/4” th., slab, stained grade w/ Sansin, Purity 0-VOC gel stain
see sch. TBD provide sample to architect for
final approval
TRIM F2 1x4 Poplar Casing, Interior Acrylic Latex Paint BM OC-149, Decorator’s White
Benjamin Moore See architectural details
SCALE:1/4"=1'-0"

FLOORPLAN-FINISHES
L1L2L5L9
NOTE:ANYSUBSTITUTIONS

OFANYPRODUCT,FIXTURE

ORFINISHSHALLBE
APPROVEDBYARCHITECT.

L10

Page 165 of 224 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. S H E E T A REMODEL/ADDITION AT:

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

ASSHOWN
A-15
11/10/23

CALGREEN

CHECKLIST
A.01/11/24
B.02/12/24

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:
ͻ^ƚĂƚĞĐĞƌƚŝĨŝĞĚĂƉƉƌĞŶƚŝĐĞƐŚŝƉƉƌŽŐƌĂŵƐ
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 166 of 224 ends

1 12/12/23 MEG
REVISIONS: BY: MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS ALTOS ROAD MONTE SERENO, CA 12/12/23 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
CU

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M
R

EGISTERED PROFESSIONAL ENGINE
E
R No. M31607

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:

SCALE:

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

ENERGY RECOVERY VENTILATORS
GENERAL PROJECT NOTES:

Page 167 of 224 ends

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M
R

EGISTERED PROFESSIONAL ENGINE
E
R No. M31607

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY:

AS NOTED ENERGY COMPLIANCE
MEG
M0.2

SHEET OF SHEETS

Page 168 of 224 ends

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M
R

EGISTERED PROFESSIONAL ENGINE
E
R No. M31607

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY:

AS NOTED ENERGY COMPLIANCE
MEG
M0.3

SHEET OF SHEETS

Page 169 of 224 ends

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M
R

EGISTERED PROFESSIONAL ENGINE
E
R No. M31607

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY:

AS NOTED ENERGY COMPLIANCE
MEG
M0.4

SHEET OF SHEETS
1 Page 170 of 224
1 12/12/23 MEG
REVISIONS: BY: MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS ALTOS ROAD MONTE SERENO, CA 12/12/23 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
CU

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M
R

EGISTERED PROFESSIONAL ENGINE
E
R No. M31607

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:

SCALE:

DATE:

REVISIONS: BY: HVAC PLAN
MEG
M2.1

SHEET OF SHEETS

AS NOTED
1 HVAC PLAN
SCALE: 1/4" = 1'-0"
1 1
1 Page 171 of 224
1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 12/12/23
CU

ONAL ENGI TAL L
P

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M

REGISTERED PROFESSI
NE
E
R No. M31607

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 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
P0.1

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

HEAT PUMP WATER HEATERS
1 Page 172 of 224
1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 12/12/23
CU

ONAL ENGI TAL L
P

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M

REGISTERED PROFESSI
NE
E
R No. M31607

SHEET:

CHECKED:

FILE NAME:

CHECKED:

DRAWN:

SCALE:

DATE:

REVISIONS: BY: PLUMBING SPECIFICATIONS
MEG
P0.2

SHEET OF SHEETS

AS NOTED

PLUMBING SPECIFICATIONS

Page 173 of 224 ends

1 12/12/23 MEG
REVISIONS: BY: THE MONTE SERENO COMMUNITY CENTER 18041 SARATOGA-LOS GATOS ROAD MONTE SERENO, CA 12/12/23 CU ONAL ENGI TAL L P IA N OR LIF OF CA ETAT S L A I C H A N CE M REGISTERED PROFESSI NEER No. M31607 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 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:

SCALE:

DATE:

REVISIONS: BY: 1

WASTE & VENT PLAN
SCALE: 1/4" = 1'-0" PLUMBING PLAN
MEG
P2.1

SHEET OF SHEETS
AS NOTED 2

DOMESTIC WATER PLAN
SCALE: 1/4" = 1'-0" IN
CLUDINGTHESHOWERDRAIN. Page 174 of 224
S
S
S
S
S
S S
S D
ELECTRICAL SHEET NOTES:
1 PROVIDE CONNECTION TO HEAT PUMP. COORDINATE WITH MECHANICAL CONTRACTOR. 2 PROVIDE CONNECTION TO HEAT PUMP WATER HEATER. COORDINATE WITH PLUMBING CONTRACTOR. 3 PROVIDE CONNECTION TO PATIO HEATER. COORDINATE WITH INSTALLER. 4 PROVIDE CONNECTION TO INDUCTION COOKTOP. COORDINATE WITH INSTALLER. 5 PROVIDE CONNECTION TO MICROWAVE. COORDINATE WITH INSTALLER. 6 PROVIDE CONNECTION TO DOUBLE OVEN. COORDINATE WITH INSTALLER. 7 PROVIDE CONNECTION TO REFRIGERATOR. COORDINATE WITH INSTALLER. 8 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. 9 PROVIDE CONNECTION TO AIR HANDLER. COORDINATE WITH MECHANICAL CONTRACTOR. 10 PROVIDE CONNECTION TO ERV. COORDINATE WITH MECHANICAL CONTRACTOR. 11 PROVIDE CONNECTION TO EXHAUST FAN. COORDINATE WITH MECHANICAL CONTRACTOR. 12 PROVIDE CONNECTION TO HOOD. COORDINATE WITH INSTALLER. 13 PROVIDE CONNECTION TO ELECTRIC FIRE PLACE. COORDINATE WITH INSTALLER. 14 REMOVE EXISTING METER MAIN. COORDINATE WITH UTILITY ARCHITECT AND OWNER. 15 PROVIDE AND INSTALL NEW METER MAIN. COORDINATE WITH UTILITY ARCHITECT AND OWNER. 16 RELOCATE EXISTING EV CHARGER. DISCONNECT FROM EXISTING METER MAIN. 17 RELOCATED EV CHARGER.

GENERAL NOTES:

1. COORDINATE THE LOCATION OF ALL DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN. 1 1
1 1 Page 175 of 224
D
D
D
D
D
D
D
D
D
D
D
D
D
M
M
DD
M
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-28.

3. ALL INTERIOR LIGHT FIXTURES SHALL BE CONNECTED TO A-26.

4. ALL EXTERIOR LIGHT FIXTURES SHALL BE WATER PROOF.

5. FIXTURES TYPE EM, X, AND X1 SHALL HAVE 90 MIN OF BATTERY BACK-UP.

Page 176 of 224 ends

MD
ELECTRICAL SHEET NOTES: 1 TO UTILITY. COORDINATE WITH UTILITY, ARCHITECT AND OWNER. 2 PROVIDE AND INSTALL NEW METER MAIN, 320AMP, 120/240 VOLT, SINGLE PHASE, 3 WIRE, NEMA 3R ENCLOSURE. COORDINATE WITH UTILITY, ARCHITECT AND OWNER. COORDINATE THE REMOVAL OF THE EXISTING METER MAIN WITH UTILITY, ARCHITECT AND OWNER. 3 3#500KCMIL PLUS 1#3 GROUND WIRE IN 3.5” CONDUIT. 4 PROVIDE SPAN PANEL. 1 1 1 A LLRECEPTACLES,SWITCHES,THERMOSTATS,ETC.

SHALLBE15"-48"ABOVETHEFINISHEDFLOOR.

Page 177 of 224 ends

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 178 of 224 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

Page 179 of 224 ends

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 180 of 224 ends

1'-6"
3'-0"
1'-6"
1'-6" 1'-6"
21'-1" 3'-0" 14'-8" 3'-0" 18'-7" 4'-11"
12'-5" 3'-1"
1'-9"
1'-6" 18'-8"
2'-10" 6'-11"
1'-4" 0'-11" 13'-10" 1'-0"
1'-6" 67'-11"
22'-6" SIDE
SETBACK MSP 30'-0"
117'-0 1/2"
18'-6 1/2" 128'-10"
58'-10" 136'-10" 133'-10"
52'-0" 72'-10" 3'-10"
25'-0" 7'-3" 35'-0"
2'-6"
10'-8" 28'-6" 67'-1 1/2"
117'-5" MSP UM ACD INV
JB 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-1.0 APN:- 410-17-095 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 CU

ONAL ENGI TAL L
P

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M

REGISTERED PROFESSI
NEER No. M31607

ABRAHAM S
EXP. MAR 31, 2025

VICINITY MAP
SCALE: NTS

ROOF OUTLINE
SCALE: NTS

SITE PLAN
SCALE: 1/16" = 1'-0"

SYSTEM LAYOUT
SCALE: 1/8" = 1'-0"

ATTACHMENT PLAN
SCALE: 1/8" = 1'-0"
INDEX
PV-01 SITE LAYOUT
PV-02 ELECTRICAL DETAILS
PV-03 SPECIFICATION SHEET

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

24. SCOPE OF WORK

INSTALLATION OF GRID-TIED SOLAR PHOTOVOLTAIC SYSTEM
30 (N) Q CELL Q.PEAK DUO BLK ML-G10+ 410W MODULES
1 (N) SOL-ARK 15K-2P-N INVERTER
1 (N) 250A MAIN BREAKER WITH 200A BUS BAR
4 (N) STORZ 5.12kWh BATTERIES
1 SYSTEM NAME PLATE POWER 12.30 KW DC
1 SYSTEM AC POWER 9.23 KW AC

CONSTRUCTION TYPE V-B SPRINKLERED
OCCUPANCY TYPE A-3
ZONING R-1-8
NOTES:

ARRAY AREA

ARRAY TILT
(DEG)

AZIMUTH
(DEG)

PV AREA
(Sq. Ft.)
# OF

MODULES
#1 18° 37° 253.44 12
#2 18° 127° 168.96 8
#3 18° 217° 84.48 4
#4 18° 217° 126.72 6
MODULE
(30) Q CELL
Q.PEAK DUO BLK ML-G10+
410W
MODULE DIMENSIONS 74.0"x 41.1"x1.26" MODULE WEIGHT 48.5 LBS (22.0 KG) TOTAL ARRAY AREA SQ.FT. 633.60
ROOF TYPE (1) ASPHALT SHINGLE
NO. OF STORY 1
NOTES:

AHJ:- CITY OF MONTE SERENO
(N) MAIN SERVICE PANEL,
250A RATED, 240V
3/4" EMT CONDUIT RUN 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 LO 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 Q CELL Q.PEAK DUO BLK ML-G10+
410W
MODULE DIMENSIONS 74.0"x 41.1"x1.26" MODULE WEIGHT 48.5 LBS (22.0 KG) TOTAL ARRAY AREA SQ.FT. 633.60
TOTAL ROOF AREA SQ.FT 2261.07
ROOF TYPE (1) ASPHALT SHINGLE
MAX DISTRIBUTED LOAD 3 PSF
ROOF COVERAGE % 28.02
WIND SPEED 110 MPH, 3 SEC GUST

WIND EXPOSURE C
4 5
2 1 2

PROPERTY LINE
ROOF ARRAY#1
(12) Q CELL Q.PEAK DUO BLK
ML-G10+ 410W MODULES
(N) MAIN SERVICE PANEL,
250A RATED, 240V

UTILITY METER
(N) AC DISCONNECT

JUNCTION BOX
GROUND
ARRAY
TILT
(DEG)

AZIMUTH
(DEG)

PV AREA
(SQ. FT)
NO. OF

MODS MOUNT TYPE ROOF ATTACHMENT RAFTER SIZE RAFTER

SPACING

ATTACHMEN

T SPACING
#1 18° 37° 253.44 12 ASPHALT SHINGLE FLASHFOOT 2"X10" 16" O.C. 48" O.C. #2 18° 127° 168.96 8 ASPHALT SHINGLE FLASHFOOT 2"X10" 16" O.C. 48" O.C. #3 18° 217° 84.48 4 ASPHALT SHINGLE FLASHFOOT 2"X10" 16" O.C. 48" O.C. #4 18° 217° 126.72 6 ASPHALT SHINGLE FLASHFOOT 2"X10" 16" O.C. 48" O.C.

BILL OF MATERIALS
EQUIPMENT QTY. DESCRIPTION

SOLAR PV
MODULE
30 Q CELL 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 100A NON-FUSED AC DISCONNECT

LOCKABLE,VISIBLE BLADE TYPE,
NEMA 3R, 120/240V, 1Ø

MAIN SERVICE
PANEL
1 (N) MAIN SERVICE PANEL, 250A RATED,
240V
BATTERY 4 STORZ 5. kWh BATTERIES
ATTACHMENT 124 FLASHVUE ATTACHMENTS
RAILS 27 14'-0" IRONRIDGE XR10 RACKING SYSTEM
RAIL SPLICE 14 RAIL SPLICE
MID CLAMPS 36 MID CLAMPS
END CLAMPS 48 END CLAMPS

GROUNDING
LUG
12 WEEB LUG
(124) FLASHVUE
@ 16",32 & 48" O.C.
(N) SOL-ARK 15K-2P-N

INVERTER
(N) (4) STORZ
kWh BATTERIES,
LOCATED IN (1) 20
kWh CABINET.
43"x23.63"x23.63"
2"X10" RAFTERS
@16" O.C.
(N) IRONRIDGE XR10

RACKING SYSTEM
STRING#2
STRING#1
STRING#3
ARRAY#2
(E) MONTE SERENO CITY HALL
TREE TYP.

ROOF ARRAY#2
(8) Q CELL Q.PEAK DUO BLK
ML-G10+ 410W MODULES
ARRAY#3
ROOF ARRAY#3
(4) Q CELL Q.PEAK DUO BLK
ML-G10+ 410W MODULES
ROOF ARRAY#4
(6) Q CELL Q.PEAK DUO BLK ML-G10+
410W MODULES
ARRAY#4
ARRAY#2
ARRAY#1
ARRAY#1
ARRAY#4 ARRAY#3

HEAT PUMP SHOWN FOR

COORDINATION

ROOF ACCESS
3'-0" FIRE SETBACK
1'-6" FIRE SETBACK

5.0 0
2 02/06/24
2 02/06/24

Page 181 of 224 ends

MSP UM ACD INV
JB 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 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 CU

ONAL ENGI TAL L
P

IA N OR

LI F OF CA
ETAT S
L A
I C
H A N
CE M

REGISTERED PROFESSI
NEER No. M31607

ABRAHAM S
EXP. MAR 31, 2025
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 SYSTEM SIZE:- 12.30 KW DC & 9.228 KW AC
30 Q CELL Q.PEAK DUO BLK ML-G10+ 410W MODULES
1 SOL-ARK 15K-2P-N INVERTER
4 STORZ kWh BATTERIES
3 STRINGS OF 10 MODULES CONNECTED IN SERIES.

SCALE: NTS
1 ATTACHMENT DETAIL

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 .

AC DISCONNECT

JUNCTION BOX

INVERTER
SCALE: NTS
1 ENLARGED VIEW
LABEL LOCATION:

COMBINER BOX
PER CODE: CEC 2022

PV MODULES

SOLAR PANEL ON ROOF

MAIN SERVICE
PANEL

UTILITY METER
(2) STORZ
kWh BATTERIES

INVERTER SPECIFICATIONS

MANUFACTURER
MODEL #

NOMINAL AC POWER

NOMINAL OUTPUT VOLTAGE

NOMINAL OUTPUT CURRENT

SOL-ARK
MODULE CHARACTERISTICS - Q CELL Q.PEAK DUO BLK
ML-G10+ 430W
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 20.6 A
15K-2P-N

62.5A
240A

15.0KW
INVERTER #1

PHOTOVOLTAIC DC DISCONNECT
480

42.00 450
ADC
VDC
VDC
ADC
RATED MAXIMUM POWER-POINT CURRENT:

RATED MAXIMUM POWER-POINT VOLTAGE:

MAXIMUM SYSTEM VOLTAGE:

MAXIMUM SHORT CIRCUIT CURRENT:

32.67 END CLAMP
SEE (2/PV-2) FOR

ENLARGED VIEW
2"X10" RAFTER @ 16" O.C

ASPHALT SHINGLE

IRONRIDGE INTEGRATED

GROUNDING & END/MID CLAMP

PV MODULES

ASPHALT SHINGLE
2"X10" RAFTERS @16" O.C.

IRONRIDGE XR10 RACKING
SYSTEM

IRONRIDGE BONDING HARDWARD,
BOLT, BONDING 3/8-16 SQ HEAD

FLASHVUE ATTACHMENT
5/16" X 4-1/2" LAG SCREW, 3/8" SS
WASHER, AND 7/16" HEX HEAD
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
No. OF INVERTER 1
EXPECTED WIRE TEMP (In Celsius) 40°
TEMP. CORRECTION PER TABLE (310.16) 0.91
NO. OF CURRENT CARRYING CONDUCTORS 3
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 1.00
CIRCUIT CONDUCTOR SIZE 3/0 AWG
CIRCUIT CONDUCTOR AMPACITY 225
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B)
178.13A

1.25 X MAX INVERTER OUTPUT CURRENT (BACKUP POWER)
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORRECTION PER TABLE (310.16) X 204.75A
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT

CONDUCTOR AMPACITY
Result should be greater than (178.13) 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

ROOF

JUNCTION BOX,
600 V, NEMA 3

UL LISTED
1 15K-2P-N 208V
MAX. EFFIC. 97.5%
CURRENT-62.5A
200A FUSED

AC DISCONNECT WITH
200A FUSES,
NEMA 3R, 120/240V, 1Ø
3 3
(4) 5 KWH

BATTERIES IN
(2X) BATTERY CABINET
(19.375"X12.75"X37.75")
20 KWH TOTAL DC COMBINER
BOX
4 BI-DIRECTIONAL
UTILITY METER 250A
120/240V
1-PHASE,3-WIRE
(N) 200A CRITICAL

LOAD PANEL
TO

CRITICAL
LOADS
200A/2P
5 2
250A/2P
3 6
1 2 3
=
=
=
=
=
=
=
=
=
= 9 10
1 2 3
=
=
=
=
=
=
=
=
=
= 9 10
1 2
3 4
1 2 3
=
=
=
=
=
=
=
=
=
= 9 10

UTILITY
M

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 3/0 AWG 2
NEUTRAL: THHN/THWN-2 3/0 AWG 1
EGC/GEC: THHN/THWN-2 1
8 AWG
6 AWG
1-1/2"
EMT
EMT 3/4"
EMT
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 OPTIONAL SPAN 200 AMP SMART PANEL OR ENPHASE IQ LOAD CONTROLLER FOR REMOTE LOAD MANAGEMENT & MONITORING. BREAKERS PER ELECTRICAL DIAGRAM. 6 NON-ESSENTIAL LOADS CIRCUITS. (MAIN PANEL BY OTHERS)
200A/2P
2-1/2" MINIMUM EMBEDMENT

OF LAG SCREW

5.0 5.0
2 02/06/24 02/06/24

MAXIMUM SPACING BETWEEN
RAFTER ANCHORS SHALL BE 4

FEET MINIMUM ON CENTER IN
EACH DIRECTION. Page 182 of 224
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 18041 SARATOGA-LOS GATOS RD, MONTE SERENO, CA 95030 CU

ONAL ENGI TAL L
P

IA N OR

LIF OF CA
ETAT S
L A
I C
H A N
CE M

REGISTERED PROFESSI
NEER No. M31607

ABRAHAM S
EXP. MAR 31, 2025SPECIFICATION SHEET
2 02/06/24 02/06/24

Page 183 of 224 ends

Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 (NOT PIER AND GRADE BEAM FOUNDATION)

Page 184 of 224 ends

Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 185 of 224

Page 186 of 224 ends

Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 187 of 224 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 188 of 224 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 Page 189 of 224 Consulting Structural Engineering Services 1885 Meridian Ave. San Jose, CA 95125 Engineering, Inc. 4x Phone:(408)-642-5464 CCQ
LTP4 RBC
LS50

Page 190 of 224 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 191 of 224 ends

Page 192 of 224 ends

Page 193 of 224 ends

LOW VOLTAGE PLAN

Page 194 of 224 ends

Wire Number
1 2
3 4
5 6
7 8
Monte Sereno
Community Low
Voltage Wire Legend
Wire Description
Data
Camera
PoE Power
TV
Speaker Audio
Digital Video
Data
Future Proof (intra building)
Wire Type
Cat6/6a
Cat6/6a
Cat6
Cat6/6a/Coax/H D MI
14/4
HDMI
Fiber/Coax
3" Conduit

Page 195 of 224 ends

Page 196 of 224 ends

RESOLUTION NO. 24-XXXX

A RESOLUTION OF THE MONTE SERENO CITY COUNCIL ADOPTING THE

PLANS AND SPECIFICATIONS FOR THE MONTE SERENO COMMUNITY

CENTER PROJECT, AWARDING CONSTRUCTION CONTRACT TO S&H
CONSTRUCTION, INC. IN AMOUNT OF 757,099, AND DETERMINING

PROJECT EXEMPT FROM CEQA PURSUANT TO CEQA GUIDELINES
SECTION 15301
WHEREAS, consistent with the Public Contract Code, an invitation for bids for the Monte Sereno Community Center Project (the “Project”) was posted and published on March 8, 2024; and
WHEREAS, the lowest responsive and responsible base bid for the Project was submitted by S&H Construction, Inc., of Fremont, California, in the amount of $1,668,600; and
WHEREAS, staff recommended that the Council include Alternate 2,3 and 5 – fireplace/chimney, bifold doors, and low voltage component as part of the award of the Project; and
WHEREAS, the total bid amount for the Project that was received from S&H Construction, Inc. for the Project when including Alternate 2,3,5 is $1,738,600; and WHEREAS, staff recommends the City Council accept the bids received and authorize the City Manager to award the construction contract to S&H Construction, Inc. as the lowest responsible bidder for the bid amount of $1,738,600 and execute the related contract documents and provide authority to the City Manager to execute change orders during the course of construction in the total aggregate amount not exceeding 10% of the contract award amount; and
WHEREAS, the plans and specifications for the Project have been reviewed and approved by the City Engineer, who recommends that the Council approve such plans and specifications; and
WHEREAS, the City’s fiscal year 2023-2024 budget accounts for a contract award of $1,200,000 for the Project.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monte Sereno as follows:

1. The above recitals are true and correct and material to this Resolution. In making its findings, the City Council relied upon and hereby incorporates by reference all of the bid materials, correspondence, staff reports and all other related materials.

2. The City Council determines that the Project is categorically exempt from CEQA pursuant to CEQA Guidelines Sections 15301 and that none of the exceptions in CEQA Guidelines Section 15300.2 apply, as this project consists of interior or exterior alterations of an existing building, with negligible or no expansion of

Page 197 of 224 ends

existing use.

3. The plans and specifications for the Project on file with the City Clerk, are hereby approved and adopted.

4. In accordance with California Public Contract Code Section and any other applicable laws, the City Council of the City of Monte Sereno hereby finds the bid of S&H Construction, Inc. for the Project to be the lowest, responsive bid and waives any irregularities in such bid in accordance with applicable law.

5. The City Manager is hereby authorized and directed to execute the contract with S&H Construction, Inc., for the sum of $1,738,600 for construction of the Project in accordance with the bid documents and applicable law upon submission by S&H Construction, Inc. of all bonds and related documents required pursuant to the Project bid documents.

6. The City Manager is hereby authorized to execute change orders in an amount not to exceed 10 % of the contract award amount, or $173,860.

7. The City Council authorizes and directs the Finance Director to make appropriations of an additional $712,460 from Fund 01-015.

I hereby certify that the foregoing is full, true, and correct copy of a Resolution duly passed and adopted by the City Council of the City of Monte Sereno, Santa Clara County, California, at a meeting thereof held on the 16th day of April 2024.

AYES:

NOES:

ABSTAIN:

ABSENT:

Evert Wolsheimer, Mayor
ATTEST:

Gloisy Gonzalez-Langarica, City Clerk

Page 198 of 224 ends

From: Lionel Allan
To: Evert Wolsheimer; Burton Craig; Rowena Turner; Javed Ellahie; Bryan Mekechuk Cc: Steve Leonardis; Gloisy Gonzalez-Langarica; Kirsten Powell; Daryl Jordan Subject: 4/16/2024 Regular Meeting of the City Council: $1.9M proposal for new Community Center Date: Saturday, April 13, 2024 9:37:18 AM
Dear Council
This month marks 45 years that Mary and I have been residents of Monte Sereno. This period has been marked by fiscal responsibility, which sensible policy I respectfully ask the Council to continue.

The City has budgeted about $600k for the Community Center. With approximately $600k in potential grants, that gives us a total budget of around $1.2.

The lowest bid currently in hand is for $1.9M, which would require the City to go into debt close to $700k.

With respect, I would ask the Council to reject this $1.9M bid and seek bids that do not exceed the $1.2M budget.

Lon Allan
LIONEL M. ALLAN
Regular Meeting of the City Council
Tuesday, April 16, 2024 7:00 PM
Amended Agenda and Material
The agenda packet for the upcoming Regular Meeting of the City Council Agenda is available online by clicking on the link above.

City of Monte Sereno | 18041 Saratoga-Los Gatos Road, Monte Sereno, CA 95030 Unsubscribe [email protected]
Update Profile | Constant Contact Data Notice
Sent by [email protected] powered by
Try email marketing for free today!

Page 199 of 224 ends

April 15, 2024
Dear Monte Sereno City Council,
I would like to submit the following comments on the proposed Monte Sereno Community Center:

Now that we have bids I am updating my comments from March 2023. While some cities can afford $1,800,000 (with $600,000 in grants) for a 400sqft expansion, I don’t believe this is what Monte Sereno needs and I don’t think this a cost-effective use of our tax dollars.

If we decide to undertake a large capital improvement project for our City Hall complex, this is likely to be the last significant update we will make for 50 years, so we should make sure that it has the flexibility to meet our current and future needs.

If you are determined to go forward and spend $1,200,000 (and with inevitable change orders, probably $1,500,000) of the City’s money to build a Community Center, then please consider demolishing the existing building and building a large, 2,500 to 3,000sqft simple rectangular building. By starting fresh we would have the option of building a 2,000sqft unfinished basement, at a relatively minor cost, for storage for the City.  This would be true multi-purpose room and could even accommodate the occasional City Council Meeting that overflows the Council chambers;  This is probably the most ambitious building project in the history of the City and we are not likely to engage in such another similar project for at least a generation, so what we build is what we are stuck with forever (practically speaking);  There has long been talk about the lack of space at City Hall and by connecting the Community Center to City Hall, we would have the future option to utilize some of the expansion space for City needs;
 The lot that the City Hall and Community Center are located on is tiny and space is at a premium. The loss of a small amount of landscaping is a small price to pay for a much larger and more flexible Community Center, and, even with a larger Community Center, because of the removal of the access drive between the buildings, we would still have room for more landscaping than we do at present;
 The proposed plans show a path between the Community Center and City Hall and yet this path is not needed for anything. The public access to the building has already been moved to the parking lot so the path just wastes useful space;

Page 200 of 224 ends

 If access to the Community Center from the Highway 9 side is desired, doors can be put on that side;
 Connecting City Hall to the Community Center would provide the future option of expanding the public lobby of City Hall which was appreciably shrunk when it was moved from the front of the building to the back of the building;  The larger floor plan means that a CERT equipment shed could be easily accommodated within City Hall or the Community Center and would not take up one of the very limited number of parking spaces;
 The larger roof design would accommodate a much larger solar panel system;  By connecting City Hall and the Community Center, it would be easier for City Staff to access and utilize and maintain the Community Center; and  The building footprint shown below has over 2,000sqft of meeting space compared to the proposed 900sqft of the present design. Even with the larger design, we could designate maximum occupancy to be 49 people, meeting the present design’s requirements.

I am confident that, if you decide to spend so much money on a once-in-a-generation improvement to the City Hall complex, that this “boring” rectangular design will be far more costeffective and useful for our City and City staff and will better support our City’s future needs.

So that you can better visualize it, I have included a couple of drawings below. The blueshaded purple rectangle shows the footprint of the building I am proposing.

Thank you for your time and consideration.

Omar Billawala

Page 201 of 224 ends

Site Plan

Page 202 of 224 ends

Building Detail

Page 203 of 224 ends

STAFF REPORT
Meeting: City Council - Apr 16 2024
Agenda Heading: NEW BUSINESS
Staff Contact: Kirsten Powell, City Attorney
Department: City Attorney
Title: Council Direction Regarding Proposed Bylaws for the Cities Association of Santa Clara County
Recommendation(s):

Council review of the Cities Association of Santa Clara County Bylaws and provide direction to staff.

Background Information:

The City Council voted in November 2023 to continue its involvement in the Cities Association of Santa Clara County and become a member of the Cities Association of Santa Clara County Joint Powers Authority (JPA). The purpose and goals of the JPA are the same as the prior unincorporated Cities Association and the reorganization was merely the reestablishment of the organization as a joint powers authority to provide protection and structure to the organization.

As a newly constituted joint powers authority and as required by the joint powers agreement, the Board of the JPA has begun the process of adopting its own bylaws. The JPA is looking for feedback from the member agencies on the proposed bylaws.

Analysis:

The former unincorporated association’s bylaws were used as a starting point and input from the members was used to further refine the document. Attached to this report is a redlined version of the bylaws showing the changes made to the former unincorporated association’s bylaws. The member agencies of the JPA have been asked to provide any final input on the bylaws.

California Environmental Quality Act:

There is no fiscal impact association with this item.

Public Noticing:

The City Council’s agenda was posted at City Hall and the agenda and this report appear on the City’s website.

Page 204 of 224 ends

Attachments:

Draft Bylaws- Cities Association Of Santa Clara County Joint Powers Agency

Page 205 of 224 ends

DRAFT
BYLAWS
Of the

CITIES ASSOCIATION OF SANTA CLARA COUNTY JOINT POWERS AGENCY

ARTICLE I

NAME, PURPOSE AND POWERS
Section 1. Name. The name of this joint powers authority unincorporated association shall be the Cities Association of Santa Clara County Joint Powers Agency, hereinafter referred to as the “Agency”."Association."
Section 2. Principal Place of Business. The principal place of business of this AssociationAgency shall be such place within the County of Santa Clara as may be designated from time to time by the Board of Directors of this AssociationAgency; and if none has been so designated, such place of business shall be the City Hall of the City of which the AssociationAgency President is a member of the legislative body.

Section 3. Purpose. The purposes and functions of this AssociationAgency shall be as follows:
a. To review, study, develop consensus positions, and recommend on issues of interest to Santa Clara County cities;
a.b. Focus on local and regional matters that are important to ourthe future of Santa Clara County cities;
b.c. To develop a common agenda for Santa Clara County cities; c.d. To serve as a unified voice for Santa Clara County cities in relationship to other agencies, organizations, and levels of government, including the Peninsula Division of the League of California Cities;
d.e. To serve as the City Selection Committee pursuant to Government Code section 50270 et seq. and make appointments to regional and local bodies as provided by law;
e.f. To assist in development of state-wide legislative policy through the structure of the League of California Cities;
f.g. To serve as a source of education, information and networking for officials from all cities in Santa Clara County;

Page 206 of 224 ends

g.h. To provide a forum for non-city individuals, groups and organizations and the private sector to address items of interest to Santa Clara County cities. i. To reduce duplication of effort by sharing information and provide a unified voice and strong advocacy on legislation and other important issues that affect its Members;
h.
j. To strengthen the Members’ and Agency’s standing at the regional . state and federal level;
k. To strive to respect local control, provide regional perspective, and make a difference to elevate the quality of life throughout the County; l. To provide a forum for discussion and study of problems common to the Members and to assist in the development and implementation of solutions to such problems;
i.m. To provide a method for the Members to collaborate and jointly develop policies that benefit the region; and
j.n. To collaborate in such a way that is efficient, saves the jurisdictions the expense of individual effort, and creates positive outcomes
Section 4. Powers. The AssociationAgency may exercise any lawful power in the furtherance of its purposes as set forth in the joint powers agreement and as determined by the Board of Directors except that it may not incur any liability binding upon its members nor levy any assessment against its members other than the normal dues established under Article VII of these Bylaws.

ARTICLE II

MEMBERSHIP
Section 1. Membership. Each City in Santa Clara County which is a member of the League of California Citiesthat has approved and executed the joint powers agreement establishing the Agency, and which has paid in full the Section dues required under Article VII of these Bylaws, shall be a member of the AssociationAgency.

Section 2. Suspension. Any City which is delinquent in payment of its dues shall be automatically be deemed suspended from membership sixty (60) days after the date on which payment is due if the full payment has not been received, and it shall be the duty of the Secretary/Treasurer to promptly notify the City of its delinquency. A suspended member City

Page 207 of 224 ends

shall not be permitted to participate in any AssociationAgency proceedings, other than the City Selection Committee meetings. A suspended member City shall be restored to full membership upon its payment of the total dues assessment then due and payable in accordance with Article VII, Section 2.

ARTICLE III

BOARD OF DIRECTORS
Section 1. Selection and Tenure. The Board of Directors of this AssociationAgency shall be composed of a representative from each member city, selected by and from the legislative body thereof. Each Board member shall hold office at the pleasure of his or her City's legislative body, and selection shall be made in such manner as the respective legislative bodies of member Cities may themselves determine.

Section 2. Alternates. The legislative body of a member City may, in its discretion, select from among its members an alternate to represent that City on the Board of Directors and vote in the absence of the member from that City.

Section 3. Notice of Appointment. The legislative body of each member City shall, immediately upon the selection of one of its members as a member of Board of Directors, or as alternate, advise the AssociationAgency Secretary/Treasurer of such appointment.

Section 4. Ex Officio Members. The Santa Clara County/ Cities Managers’ Association, an advisory committee to the AssociationAgency according to the provisions of Article VI, Section 21(d), and the Santa Clara County Board of Supervisors, may each appoint one of its members to serve as an ex officio member of the Board of Directors. The ex officio member may participate in deliberations but shall not participate in voting or in any of the privileges of membership, and shall not be counted for the purpose of determining whether a quorum of the Board is present.

Section 5. Compensation. No member of the Board of Directors, including officers, shall receive any compensation from the AssociationAgency for his or her services as a member of the Board. No member of the Board, including officers, shall be entitled to reimbursement from the AssociationAgency for expenses incurred on AssociationAgency business unless such reimbursement shall be authorized in advance by the Board of Directors, or unless such reimbursement is authorized and distributed by the member’s respective city.

Section 6. Duties. It is the responsibility of the members of the Board to report to and solicit comments from their fellow City Council members on major issues and to keep their City Councils informed on the business of the AgencySection.

ARTICLE IV

Page 208 of 224 ends

OFFICERS
Section 1. Officers Designated. The following officers of this AssociationAgency shall be elected by the Board of Directors: President, First Vice President, Second VicePresident and Secretary/Treasurer. Officers shall be selected from Council Members and Mayors of Member Citiesthe Board of Directors.

Section 2. Term of Office.
a. The regular term of office for all officers shall commence upon election and shall be for a period of one (1) year. No person shall hold the same office for more than two (2) consecutive full terms.
(2) consecutive full terms.
b. Election of officers shall take place at the first meeting of the Board of Directors and annually thereafter at the regular meeting of the Board of Directors in November.
c. In the event a vacancy occurs during any officer's term of office, the Board of Directors shall determine whether to fill the unexpired portion of the term at a regu- lar or a special meeting. If such a determination is made, the then presiding officer shall appoint a nominating committee consisting of three (3) Board members which shall present its recommendations for filling the vacancy to the Board of Directors at the earliest practicable time and in accordance with the notice provisions set forth in Article V, Section 2. A person who is appointed to fill the unexpired portion of the term is not rendered ineligible to hold the same office in accordance with the provisions of Article IV, Section 2(a).

Section 3. Duties.
a. President. It shall be the duty of the President to preside at the meetings of the Board of Directors and to perform such other duties as ordinarily pertains to the office of President of like types of organizations.
b. Vice Presidents. It shall be the duty of the First and Second Vice- Presidents, in that order, to act in the place and stead of the President during the President's absence or inability to act.
c. Secretary/Treasurer. The Secretary/Treasurer shall review all financial accounts and records to determine that they are in accordance with these Bylaws and the directions of the Board of Directors. The Secretary/Treasurer shall see that minutes of all Board and Committee meetings are recorded, notice of meetings of the Board are posted, and that all receipts and disbursal of funds by the AssociationAgency are done in accordance with these Bylaws and the direction of the Board of Directors. The day- to-day operation of the office of

Page 209 of 224 ends

Secretary/Treasurer may be delegated to thean Executive Director for the AssociationAgency, which position shall be nonvoting.

Section 4. Executive Director . The Board of Directors may contract with an independent consultant to serve as hire an Executive Director who shall hold office until he or she resigns or is removed by the Board of Directors pursuant to the terms of a written agreement for professional services. The Executive Director shall have such duties as may be determined by the Board of Directors.

Section 5. General Counsel. The Board of Directors may contract with an independent consultant to serve as General Counsel until he or she resigns or is removed by the Board of Directors pursuant to the terms of a written agreement for professional services. The General Counsel shall have such duties as may be determined by the Board of Directors.

Section 56. Nominating Committee. A nominating committee consisting of three (3) Board members shall be appointed by the President no later than two (2) meetings before the meeting at which officers for the following year will be elected. At the meeting immediately preceding the meeting for the election of officers, this committee shall present its nominations for officers for the following year. Additional nominations may be made from the floor at the meeting where the election is to be conducted, providing the consent of the nominee has been secured.

ARTICLE V

MEETINGS
Section 1. Schedule and Locations. Regular meetings of the Board of Directors shall be held, at a minimum, every other month at a time and location determined by the Board of Direc- tors. The Board of Directors shall schedule periodic meetings of the general membership, to include all members of legislative bodies of member Cities.

Section 2. Notice and Meetings. The AssociationAgency is a legislative body for purposes of the Brown Act (Govt. Code 54950 et seq). Notice of the time and place of all regular meetings shall be given in writing by the Secretary/Treasurer or a designee to all members of the Board at least three (3) days prior to the meeting. Such notices may be sent by United States mail, postage prepaid, or by electronic mail, or by the Internet, which shall be determined to be personally delivered. Notice of special meetings shall be given by the Secretary/Treasurer or a designee to all Board members at least one (1) day in advance and in the manner required by Government Code section 54956the Brown Act. The Secretary/Treasurer or designee shall be responsible for preparing and posting agendas of regular Board meetings three (3) daysat least 72 hours prior to the meeting and in compliance with Government Code section 54954.2the Brown Act.

Section 3. Quorum. A majority of the members of the Board of Directors shall constitute a quorum to do business at any such regular or special meeting.

Page 210 of 224 ends

Section 4. Voting. The affirmative vote of a majority of the members of the Board of Directors present shall be necessary for the Board of Directors to take action. Each member of the AssociationAgency shall have one vote.

Section 5. Rules of Order. Subject to the provisions of these By-Laws, the meetings of the Board of Directors shall be governed by Robert's Rules of Order, Newly Revised.

ARTICLE VI

COMMITTEES
Section 1. Standing Committees.
a. Executive CommitteeBoard. The Executive CommitteeBoard shall act to accomplish, administer and facilitate the goals and the purposes of the AssociationAgency at the direction of the Board of Directors. The Executive CommitteeBoard shall consist of the officers of this AssociationAgency; the Immediate Past President, if still a Cities AssociationAgency member; the Chair of the Legislative Action Committee; and a Director at Large who may be appointed if the Immediate Past President is no longer an Cities AssociationAgency member. The Director at Large shall be an Cities AssociationAgency member appointed by the President upon approval of the Board. The Vice Chair of the Legislative Action Committee shall be appointed to serve on the Executive CommitteeBoard in the absence of the Chair of the Legislative Action Committee.
b. Legislative Action Committee. There shall be a Legislative Action Committee of this AssociationAgency, which shall have the membership and purpose as follows. The membership of the Legislative Action Committee shall consist of one representative from each member City in the County. The representative shall be a City Council Member or the Mayor. Each City shall also appoint an alternate to serve on the Committee in the absence of the designated representative. The alternate may be a City Council Member or the Mayor.

Each City, represented by either the representative or the alternate, shall have one vote. The purpose of the Legislative Action Committee is threefold. First, the Committee would enable the Cities AssociationAgency to advocate on issues of interest to Santa Clara County cities in an organized, effective manner.

Second, the Committee would provide basic legislative information to cities with little or no legislative staff. Third, the Committee would organize emergency responses to urgent issues. INSERT VOTING HERE
c. City Selection Committee. The City Selection Committee shall be a Standing Committee of this AssociationAgency , and shall have the membership and

Page 211 of 224 ends

purposes set forth in Government Code sections 50270-50279.4 and which shall be governed by the requirements of such sections. The membership of the City Selection Committee shall consist of the Mayor of each Member city. When theor Mayor is unable to attend a meeting of the City Selection Committee, the Mayor shall designate another member of the city’s legislative body to attend and vote at the meeting as the Mayor’s representative. Each's designee of each City in the County, shall be able to participate in the City Selection Committee, whether or not any such City is a member of the AgencySection. The majority vote for the City Selection Committee (8) is required to appoint representatives to boards, commissions, or agencies.

Section 2. Liaison Committee.
a. Santa Clara County/City Managers’ Association. The Santa Clara County City/County Managers’ Association shall serve as an advisory committee to the AssociationAgency. The Santa Clara County/City Managers’ Association may choose an ex officio representative to the Board of Directors.

Section 3. Other Committees Authorized.
a. A nominating committee will be appointed as required and in accordance with the provisions of Article IV.
b. The President, with the consent and approval of the Board of Directors, may appoint such committees as may be necessary from time to time, and designate the chair and the purpose of each such committee. Any elected individual official of any member City shall be eligible to serve upon any such committee.

Section 4. Quorum. The quorum for each committee except the City Selection Committee shall be determined by the Board at such time as the committee is created. A quorum for the City Selection Committee shall be eight (8) members. The majority vote for the City Selection Committee (8) is required to appoint representatives to boards, commissions, or agencies. Whenever a quorum is not present, the meeting shall be adjourned or postponed to a subsequent time and place as determined by the Chair.

ARTICLE VII

FINANCES
Section 1. Budget. On or before April 15 of each calendar year, the Board of Directors shall approve a preliminary budget for the AssociationAgency for the fiscal year commencing with July 1 of the same calendar year. The Board of Directors shall adopt a final budget no later than June 15 of each year. A copy of the preliminary budget when approved and a copy of the final budget when adopted shall be transmitted to each Member City.

Section 2. Dues. Each Member City shall pay to this AssociationAgency annual dues in accordance with a dues schedule adopted by the Board of Directors on or before June 1 of

Page 212 of 224 ends

each year. Dues shall be for the fiscal year commencing July 1 and shall be an amount for each member City based upon the approved budget. The full amount shall be due and payable before July 1 of each year. Any City becoming a member of this AssociationAgency during a fiscal year shall pay the full dues for that year prior to exercising any rights of membership.

The dues schedule shall be revised every three (3) to four (4) years.

Section 3. Funds. All funds received by the AssociationAgency from the membership or any other source shall be deposited in a financial institution or institutions determined by the Secre- tary/Treasurer and disbursed only by check signed by any persons designated by the Board of Directors as signers on the account including the Executive Director, the Secretary/Treasurer and the President. There shall be a Reserve of funds to cover six (6) to nine (9) months of operating expenses to ensure financial stability of the AssociationAgency.

The dues schedule shall be revised as such.

Section 4. Accounting. Every yeartwo (2) to three (3) years, an audit of the AssociationAgency’s finances shall be completed and copies thereof shall be filed with the Board of Directors and the County Auditor of Santa Clara County. Annually, a complete written account of all receipts and disbursements during the previous year, showing the opening and closing balances shall be prepared by the Secretary/Treasurer or a designee.

Copies thereof shall be filed with the Board of Directors Monthly, bank and reconciliation statements shall be reviewed by the Secretary/Treasurer and initialized as such. Monthly reports of accounting and investments shall be prepared and filed with the Board of Directors by the Secretary/Treasurer or a designee.

ARTICLE VIII

ADOPTION AND AMENDMENTS
Section 1. Adoption. These Bylaws shall become effective upon the affirmative vote of the legislative bodies of two-thirds of the cities in Santa Clara CountyBoard of Directors.

Section 2. Amendments. These Bylaws may be amended only in the following manner: Proposed amendments shall be submitted in writing to the Board of Directors for approval, and if approved, shall thereafter be submitted in writing to each Member City of the AssociationAgency at least thirty (30) days before action thereon is required by the membership. An affirmative vote of two- thirds of the legislative bodies of the member CitiesBoard of Directors shall be required for approval.

Page 213 of 224 ends

Presented by:

Carmen Narayanan, Financial Planning and Revenue Unit Manager April 10, 2024
STAFF RECOMMENDED FISCAL YEAR 2024 - 2 5
Groundwater Production Charges
Santa Clara Valley Water Commission Meeting
Attachment 1, Page 1 of 22
53rd Annual Report Released
Annual Protection and Augmentation of
Water Supplies Report provides
information & accountability
Filed February 23, 2024
Available Online:
https://www.valleywater.org/ProposedWaterCharges
Attachment 1, Page 2 of 22

Page 214 of 224 ends

A comprehensive, flexible water system
SERVING OVER 2.0 MILLION PEOPLE
10 Reservoirs
393 acres of recharge ponds
142 miles of pipelines
3 water treatment plants
1 water purification center
3 pump stations
Attachment 1, Page 3 of 22
Valley Water Groundwater Charge Zones of Benefit
SERVING OVER 2.0 MILLION PEOPLE
Board Pricing Policy
Summary
• Groundwater charges are
levied within a zone for
benefits received
• All water sources and water
facilities contribute to
common benefit within a
zone regardless of cost,
known as “pooling” concept
• Helps maximize effective
use of available resources
• Agricultural water charge
shall not exceed 10% of M&I
water charge
Attachment 1, Page 4 of 22

Page 215 of 224 ends

Infrastructure

DRIVES DIFFERENT GROUNDWATER PRODUCTION CHARGES IN EACH ZONE • 3 water treatment plants
• Reservoirs –
• Almaden
• Calero
• Guadalupe
• Lexington
• Stevens Creek
• Vasona
• Silicon Valley Advanced
Water Purification Center
• Imported Water – State
Water Project
• Reservoirs –
• Chesbro
• Uvas
• Does not benefit
Zone W-7
• SCRWA Recycled Water
System
• Benefits Zone W-5 only
• Reservoirs –
• Anderson
• Coyote
• Pacheco
• Imported Water –
• Central Valley Project
• Shared facilities do not benefit
Zone W-8
North County Shared South County
Attachment 1, Page 5 of 22
Outlook
• Recent inflation trends have put upward pressure on water rates • Valley Water is in era of investment as existing water supply infrastructure was built decades ago
• Fixing Anderson Dam – Address public health and safety concerns and relieve operational restrictions • Upgrading Rinconada Water Treatment Plant – Extend service life of plant for next 50 years and expand plant capacity
• Address seismic deficiencies at Almaden, Calero, Coyote, and Guadalupe Dams – DSOD requested expedited project implementation schedule
• Climate change has brought need for new infrastructure investments • Building local storage with Pacheco Reservoir Expansion Project – Add water storage to help face extended droughts
• Expanding Purified Water – Provide incremental drought proof water supply • Investing in out-of-county storage with Los Vaqueros Reservoir Expansion & Sisk Dam Raise – Maintaining out-of-county storage is critical in securing water supply reliability and for storage diversification • Water Supply Master Plan 2050 will shed more light on what new infrastructure investments are recommended to be built
Planning
work
Attachment 1, Page 6 of 22

Page 216 of 224 ends

202 208 214 220 221 222 222 223 225 226 227
285
237
200
215
232
216
230
247
224
198
207
223
239 240 241 242 244 245 246 247 249
0 50
100
150
200
250
300
350
FY 14 FY 15 FY 16 FY 17 FY 18 FY 19 FY 20 FY 21 FY 22 FY 23 FY 24 FY 25 FY 26 FY 27 FY 28 FY 29 FY 30 FY 31 FY 32 FY 33 FY 34 Acre-feet (1,000s)
Water Usage (District Managed in TAF)
Prior Projection (as of FY20) Current Projection Actuals FY 24 Budget Lower Water Use Scenario Treated Water
Historic Drought Wet Spring
Recent
Drought
Water Usage (District Managed)
Attachment 1, Page 7 of 22
Long Term Cost Projection
$519
$587
$697 $711
$793
$911
$1,118
$2,238 $2,182 $2,221
$1,703
$1,283 $1,289
0 200
400
600
800
1,000
1,200
1,400
1,600
1,800
2,000
2,200
2,400
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Millions $
Fiscal Year
Capital
WIFIA Debt Service
Debt Service
Water Treatment
and T&D
Raw Water T&D
Source of Supply
Support Svcs
Attachment 1, Page 8 of 22

Page 217 of 224 ends

Water Usage (District-Managed)
• Continued rebound from the drought – water use projected at 222 kAF (vs. 207 kAF in FY24) Secure Existing Supplies and Infrastructure
• Baseline Projects 1
• Anderson Dam Seismic Retrofit with WIFIA loan (up to 49% of TPC) • Dam Safety Program (preliminary placeholder): Almaden, Calero, Coyote & Guadalupe Dams • Master Plan Projects Placeholder: Assumes $326M from FY26-FY34 2 • SWP Tax pays for 100% of SWP costs (excludes SWP portion of Delta Conveyance) • Delta Conveyance SWP portion continues at 3.23% 3, 4
Expand Conservation and Reuse
• San Jose Purified Water Project (SJPWP) Phase 1 Demonstration Facility 4 • San Jose Purified Water Project (preliminary placeholder) Phase 2 Full-Scale Facility 4 Increase System Reliability & Flexibility
• Pacheco Reservoir Expansion Project (PREP) with $504M Proposition 1 grants, WIFIA loan (up to 49% of TPC) and Partnership Participation at 35% of TPC 4
• Los Vaqueros (Transfer Bethany Pipeline) with up to 50 kAF Storage 3, 4 • Sisk Dam Raise at San Luis Reservoir with up to 60 kAF Storage 3, 4 1 Includes but not limited
to dam seismic retrofits,
Rinconada WTP
reliability improvement,
10-year pipeline
rehabilitation program.
2 Master Plan Project
Placeholder includes
anticipated costs for
new pipelines, pipeline
rehabilitations,
treatment plant
upgrades & SCADA
implementation
projects.
3 Project costs are
reflected as Operations
& Maintenance.
4 Project is included in
Water Supply Master
Plan 2050 Update
analysis.

TPC: Total Project Cost
kAF: Thousand Acre-Feet
Rate setting strategy for FY 2024-25
FY 25 RATE ASSUMPTIONS:

NEW
NEW
Attachment 1, Page 9 of 22
Groundwater Charge Increase Projection
As published in the PAWS Report February 23, 2024
Baseline Scenario FY25 FY26 FY27 FY28 FY29 FY30 FY31 FY32 FY33 FY34 North County Zone W-2 12.9% 9.9% 9.9% 9.9% 9.9% 9.9% 9.9% 9.9% 9.9% 7.0% Prior Year 14.5% 9.9% 9.9% 9.9% 9.9% 9.9% 6.3% 6.3% 6.3% South County Zone W-5 6.6% 6.6% 6.6% 6.6% 6.6% 6.6% 6.6% 6.6% 6.6% 6.6% Prior Year 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% South County Zone W-7 14.2% 14.2% 14.2% 14.2% 14.2% 14.2% 14.2% 14.2% 14.2% 14.2% Prior Year 12.9% 12.9% 12.9% 12.9% 12.9% 12.9% 12.9% 12.9% 12.9% South County Zone W-8 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% Prior Year 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% M&I Groundwater Charge Year to Year Growth %
Lower water use rebound would add more upward pressure on water rates.

Attachment 1, Page 10 of 22

Page 218 of 224 ends

Groundwater Charge Increase Projection
As published in the PAWS Report February 23, 2024
Baseline Scenario FY25 FY26 FY27 FY28 FY29 FY30 FY31 FY32 FY33 FY34 North County Zone W-2 $8.78 $7.60 $8.35 $9.18 $10.09 $11.09 $12.18 $13.39 $14.72 $11.44 South County Zone W-5 $1.22 $1.32 $1.40 $1.50 $1.59 $1.70 $1.81 $1.93 $2.06 $2.19 South County Zone W-7 $3.20 $3.67 $4.19 $4.79 $5.47 $6.24 $7.13 $8.14 $9.30 $10.62 South County Zone W-8 $1.10 $1.18 $1.28 $1.38 $1.49 $1.61 $1.74 $1.88 $2.03 $2.19 M&I Groundwater Charge – Monthly Impact To Average Household Does not include any additional increases a Retailer may add.

Attachment 1, Page 11 of 22
FY 2024-25 Recommended Groundwater Charge Projection
$36.85 $36.85 $39.80 $79.56
$1,499
$1,724
$1,974
$2,229
$2,450
$2,692
$2,959
$3,252
$3,574
$3,927
$4,316
$4,743
$5,075
$513 $544
$579 $1,029 $583
$658 $751
$2,479
$369 $398
$430
$860
0 500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
5,000
5,500
$/Acre-Foot
Fiscal Year
M&I Groundwater Charge Projection
Agricultural Groundwater Production Charge
TW Surcharge
SFPUC Treated Water
w/BAWSCA Surcharge
Attachment 1, Page 12 of 22

Page 219 of 224 ends

FY 2024-25 North County Zone W-2 Maximum Proposed Charges * The total surface water charge is the sum of the basic user charge (which equals the groundwater production
charge) plus the water master charge
** The total treated water contract charge is the sum of the basic user charge (which equals the groundwater
production charge) plus the contract surcharge
*** The total treated water non-contract charge is the
sum of the basic user charge (which equals the
groundwater production charge) plus the non-contract
surcharge
Zone W-2 (North County)
Dollars Per Acre Foot
FY 2022–23 FY 2023–24
Proposed
Maximum
FY 2024–25
Basic User/Groundwater Production Charge
Municipal & Industrial 1,724.00 1,974.00 2,229.00
Agricultural 36.85 36.85 39.80
Surface Water Charge
Surface Water Master Charge 47.10 54.00 61.00
Total Surface Water, Municipal & Industrial* 1,771.10 2,028.00 2,290.00 Total Surface Water, Agricultural* 83.95 90.85 100.80
Treated Water Charges
Contract Surcharge 115.00 115.00 115.00
Total Treated Water Contract Charge** 1,839.00 2,089.00 2,344.00 Non-Contract Surcharge 200.00 200.00 200.00
Total Treated Water Non-Contract Charge*** 1,924.00 2,174.00 2,429.00 M&I Increase approximately $8.78 per month increase to the average household user.

Note: Does not include any increase that a retailer would layer on top Attachment 1, Page 13 of 22
FY 2024-25 South County Zone W-5 Maximum Proposed Charges * The total surface water charge is the sum of the basic user charge (which equals the groundwater
production charge) plus the water master charge
M&I Increase approximately $1.22 per month increase to the average household user.

Note: Does not include any increase that a retailer would layer on top Zone W-5 (Llagas Subbasin)
Dollars Per Acre Foot
FY 2022–23 FY 2023–24
Proposed
Maximum
FY 2024–25
Basic User/Groundwater Production Charge
Municipal & Industrial 513.00 543.50 579.00
Agricultural 36.85 36.85 39.80
Surface Water Charge
Surface Water Master Charge 47.10 54.00 61.00
Total Surface Water, Municipal & Industrial* 560.10 597.50 640.00 Total Surface Water, Agricultural* 83.95 90.85 100.80
Recycled Water Charges
Municipal & Industrial 493.00 523.50 559.00
Agricultural 64.25 67.20 70.15
Attachment 1, Page 14 of 22

Page 220 of 224 ends

FY 2024-25 South County Zone W-7 Maximum Proposed Charges * The total surface water charge is the sum of the basic user charge (which equals the groundwater
production charge) plus the water master charge
M&I Increase approximately $3.20 per month increase to the average household user.

Note: Does not include any increase that a retailer would layer on top Zone W-7 (Coyote Valley)
Dollars Per Acre Foot
FY 2022–23 FY 2023–24
Proposed
Maximum
FY 2024–25
Basic User/Groundwater Production Charge
Municipal & Industrial 582.50 657.50 750.50
Agricultural 36.85 36.85 39.80
Surface Water Charge
Surface Water Master Charge 47.10 54.00 61.00
Total Surface Water, Municipal & Industrial* 629.60 711.50 811.50 Total Surface Water, Agricultural* 83.95 90.85 100.80
Attachment 1, Page 15 of 22
FY 2024-25 South County Zone W-8 Maximum Proposed Charges * The total surface water charge is the sum of the basic user charge (which equals the groundwater
production charge) plus the water master charge
M&I Increase approximately $1.10 per month increase to the average household user.

Note: Does not include any increase that a retailer would layer on top Zone W-8 (Uvas / Chesbro)
Dollars Per Acre Foot
FY 2022–23 FY 2023–24
Proposed
Maximum
FY 2024–25
Basic User/Groundwater Production Charge
Municipal & Industrial 368.50 398.00 430.00
Agricultural 36.85 36.85 39.80
Surface Water Charge
Surface Water Master Charge 47.10 54.00 61.00
Total Surface Water, Municipal & Industrial* 415.60 452.00 491.00 Total Surface Water, Agricultural* 83.95 90.85 100.80
Attachment 1, Page 16 of 22

Page 221 of 224 ends

Retail Agency Benchmarks
$14.81
$19.94
$25.84
$53.70
$57.60
$60.79
$76.76
$76.95
$88.88
$96.96
$97.81
$119.55
$122.70
$125.67
$139.07
$141.01
$141.12
$148.77
$179.34
$184.13
$220.09
$- $20.00 $40.00 $60.00 $80.00 $100.00 $120.00 $140.00 $160.00 $180.00 $200.00 $220.00 $240.00 South County W-8 M&I well owner
Zone W-5 M&I well owner
South County Zone W-7 M&I well owner
Riverside
Sacramento
Gilroy
North County Zone W-2 M&I well owner
Hollister
Morgan Hill
Livermore (Cal Water/Zone 7)
Napa
Santa Clara
Alameda (EBMUD)
Long Beach (Golden State)
Mill Valley (Marin MWD)
San Jose (SJWC)
Los Angeles
San Carlos (Cal Water - Bay Area Region)
Palo Alto
San Francisco
Santa Barbara
Meter and volumetric charges only as of January, 2024 (unless otherwise noted) Monthly billing for 5/8” meter and 1,500 cubic feet usage Attachment 1, Page 17 of 22
Wholesale Agency Rate Comparison
Valley Water FY 25 Proposed Maximums Shown versus FY25 projected comparator rates. 430
579
665
750.50
1,150
2,229
1,756
1,544
1,932
2,344 2,408
2,487
-
500
1,000
1,500
2,000
2,500
SCVWD
South County
Zone W-8
SCVWD
South County
Zone W-5
Orange County WD SCVWD
South County
Zone W-7
MWD
(So. California)
Zone 7
(Alameda County)
SCVWD
North County
Zone W-2
San Diego Co.

WD
San Francisco
PUC
$/Acre Foot
Wholesale Agency Rate Comparison
Municipal & Industrial (M&I) Water
M&I Untreated* M&I Treated
* SCVWD groundwater production charge is equivalent to SCVWD raw surface water basic user charge Note: some rates rounded to the nearest dollar.

Attachment 1, Page 18 of 22

Page 222 of 224 ends

FY 2024-25 State Water Project Tax Recommendation
• Staff recommends setting the SWP tax at $28M (current FY 2023-24 SWP tax is $27M) • The annual SWP tax bill for the average single-family residence would be about $42.00 • Impact if SWP tax not approved:
• $155/AF additional increase in terms of
North County M&I groundwater production
charge
• In terms of South County M&I groundwater
production charge, additional increases of:
- $33/AF for Zone W-5
- $55/AF for Zone W-7
- $29/AF for Zone W-8
• Placing all SWP expenses on groundwater
rates would impact affordability
• $786,588 additional increase in terms of
Open Space Credit
Attachment 1, Page 19 of 22
2024 Schedule
Jan 8 Agricultural Water Advisory Committee: Preliminary Groundwater Charge Analysis Jan 9 Board Meeting: Preliminary Groundwater Charge Analysis Jan 17 Water Retailers Meeting: Preliminary Groundwater Charge Analysis Jan 24 Water Commission Meeting: Preliminary Groundwater Charge Analysis Feb 13 Board Meeting: Set time & place of Public Hearing Feb 23 Mail notice of public hearing and file PAWS report Mar 12 Board Meeting: Second Pass Budget development update Mar 20 Water Retailers Meeting: FY 25 Groundwater Charge Recommendation Apr 8 Agricultural Water Advisory Committee
Apr 9 Open Public Hearing
Apr 10 Water Commission Meeting
Apr 11 Continue Public Hearing in South County
Apr 23 Conclude Public Hearing
Apr 24-25 Board Meeting: Budget work study session
May 14 Adopt budget & groundwater production and other water charges Attachment 1, Page 20 of 22

Page 223 of 224 ends

Summary and Next Steps
Valley Water remains in an era of investment
• Coupled with climate change, driving planning efforts for new infrastructure investments

Water Supply Master Plan 2050 will shed more light on what new infrastructure investments are recommended to be built.

Proposed Maximum FY 25 Groundwater Production Charge for North County in terms of average household increase are:
• Increase of $8.78 per month in Zone W-2 for groundwater and treated water Proposed Maximum FY 25 Groundwater Projection Charges for South County in terms of average household increase are: • Increase of $1.22 per month in Zone W-5
• Increase of $3.20 per month in Zone W-7
• Increase of $1.10 per month in Zone W-8
Proposed Maximum FY 25 Groundwater Production Charge in terms of average Agricultural user is:
• Increase of $0.49 per month per acre assuming two acre feet of water pumped per year Next Steps
• Continue Public Hearing on April 11th
Staff seeking Commission endorsement of proposal.

Attachment 1, Page 21 of 22 Attachment 1, Page 22 of 22

Page 224 of 224 ends

Monte Sereno City CouncilApril 16, 2024

Monte Sereno City Council
April 16, 2024