HomeMy WebLinkAbout315 E Stanford St - PlanAs Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
SINGLE LINE
DIAGRAM
PV-6
DO NOT ENERGIZE SYSTEM UNTIL PERMISSION
TO OPERATE IS GIVEN FROM UTILITY
PANEL UPGRADE REQUIRED:
MAIN BREAKER REDUCTION:
YES
YES
NO
NO
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2022 CBC, 2022 CEC, AND 2022
NEC WITH SPECIAL EMPHASIS ON ARTICLE 690.
2. THE OUTPUT OF A UTILITY INTERACTIVE INVERTER SHALL BE PERMITTED TO BE
CONNECTED TO THE SUPPLY SIDE OF THE SERVICE DISCONNECTING MEANS
PER 230.82(6).
3. A SINGLE CONDUCTOR SHALL BE PERMITTED TO PERFORM THE MULTIPLE
FUNCTIONS OF DC GROUNDING, AC GROUNDING, AND BONDING BETWEEN AC
AND DC SYSTEMS AS PER NEC 690.47(C) AND SIZED PER NEC 250.122.
4. EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC
250.122.
5. DC EQUIPMENT GROUND SHALL BE MINIMUM #8 AWG SOLID CU WIRE TO BOND
MODULE FRAMES AND RACKING SET. MINIMUM #6 GROUND SHALL BE USED
WHERE CONDUCTOR IS UNPROTECTED.
6. PER ARTICLE 250.92,NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT
SHALL BE EFFECTIVELY BONDED TOGETHER, BOND BOTH ENDS OF RACEWAY.
7. MODULES SHALL BE BONDED TO RACKING USING SELF-BONDING MID CLAMPS
AND MID CLAMPS PER MANUFACTURER INSTRUCTIONS.
8. CONTRACTOR SHALL CONFIRM EXISTING BUILDING AND PANEL GROUNDING
PRIOR TO INSTALLATION. IF EXISTING GROUND IS NOT VERIFIABLE, NEW
GROUND SHALL BE INSTALLED.
9. ADDITIONAL GROUNDING: 250.66(A) CONNECTIONS TO A ROD, PIPE, OR PLATE
ELECTRODE(S). IF THE GROUNDING ELECTRODE CONDUCTOR OR BONDING
JUMPER CONNECTED TO A SINGLE OR MULTIPLE ROD, PIPE, OR PLATE
ELECTRODE(S), OR ANY COMBINATION THEREOF, AS DESCRIBED IN 250.52(A)(5)
OR (A)(7), DOES NOT EXTEND ON TO OTHER TYPES OF ELECTRODES THAT
REQUIRE A LARGER SIZE CONDUCTOR, THE GROUNDING ELECTRODE
CONDUCTOR SHALL NOT BE REQUIRED TO BE LARGER THAN 6 AWG COPPER
WIRE OR 4 AWG ALUMINUM WIRE.
10. AUX GROUND TO BOND DIRECTLY TO PREMISE WIRING ELECTODE 11.GEC SIZE
IS 250.166 (SHALL NOT BE REQUIRED TO BE LARGER THAN 3/0 COPPER OR 250
KCMIL ALUMINUM) FYI SMALLER THAN #6 NEED PROTECTION
11. THE PV BREAKER SHALL BE LOCATED AT THE OPPOSITE END OF THE MAIN
BREAKER OR INPUT FEEDER.
12. BOTH METALLIC WATER PIPING WITH 5FT OF ENTRANCE AND GAS PIPING INSIDE
THE BUILDING ARE REQUIRED TO BE BONDED. (CEC 250.104)
13. THAT GROUNDING BUSHINGS ARE REQUIRED AROUND PRE-PUNCHED
CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM. (CEC 250.97)
14. WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING (OR ATTIC) THEY
SHALL BE CONTAINED IN A METAL RACEWAY. CONDUIT SHALL RUN ALONG THE
BOTTOM OF LOAD BEARING MEMBERS (CEC 690.31 E, CRC R331.3, CBC 311.3)
15. RACEWAYS SHALL BE PROVIDED WITH LISTED EXPANSION FITTINGS TO
COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION. CEC 300.7(B), CEC
TABLE 352.44
16. PLEASE NOTE THAT ADEQUATE SPACING MUST BE MAINTAINED BETWEEN ANY
PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE
UNDERSIDE OF THE PHOTOVOLTAIC PANELS (6-INCHES MINIMUM
RECOMMENDED)
SHEET NOTES
X
X
4
1
2
3 JUNCTION BOX
7
6
8
5
MODULES:HANWHA Q CELLS / Q.PEAK DUO BLK ML-G10 400 QTY: 16
OPTIMIZER:N/A / N/A QTY: N/A
INVERTER :ENPHASE / IQ8PLUS-72-2-US QTY: 16
SUB-PANEL OR COMBINER BOX:
DEDICATED PV METER
GROUNDING
MAIN SWITCHBOARD MSB
9
1"C.-1#4/0 TO 3/4" DIA. x 10'-0" LONG COPPER CLAD STEEL GROUND 10
11
ROD ACHIVE 25 OHMS OR LESS. ADD ADDITIONAL RODS AS REQUIRED.
3/4" PVC-1#3/0 TO CWP. MAKE CONNECTION TO CWP WITHIN 5'-0" OF
PIPE ENTRANCE INTO BUILDING (PER NEC 250.52(A)(1).
3/4"C.-1#3/0 BOND TO NEAREST FIRE SPRINKLER SYSTEM METALLIC PIPE.
KEY NOTES:
12
AC DISCONNECT SHALL BE A "KNIFE BLADE" TYPE DISCONNECT.
ENPHASE X-IQ-AM1-240-2
SPECIFICATIONS
MODULES QTY:
INVERTER QTY:
PHOTOVOLTAIC EQUIPMENT
DC RATING:
CEC RATING:
SYSTEM
HANWHA Q CELLSMANUFACTURER:
MODEL:
400 WMAXIMUM POWER:
Q.PEAK DUO BLK ML-G10 400
MODULE SPECIFICATIONS
OPEN CIRCUIT VOLTAGE (Voc):
MAX.POWER POINT VOLTAGE (Vmpp):
SHORT CIRCUIT CURRENT (Isc):
45.30 V
37.13 V
11.14 A
ENPHASEMANUFACTURER:
MODEL:IQ8PLUS-72-2-US
INVERTER SPECIFICATIONS
REC. MAXIMUM DC POWER INPUT:
MINIMUM START VOLTAGE:
MAXIMUM INPUT VOLTAGE:
440 W
30 V DC
58 V DC
MAXIMUM INPUT CURRENT: 15 A DC
300 WMAXIMUM OUTPUT POWER:
16
16
6.400 kW DC
5.844 kW AC
MAX. POWER POINT CURRENT (Impp):
Voc TEMPERATURE FACTOR:
PTC RATING:
10.77 A
0.27 %
376.55 W
MAXIMUM SYSTEM VOLTAGE:1000 V
1 A ACMAX. CONT. OUTPUT CURRENT:
97 %CEC WEIGHTED EFFICIENCY:
1
G
2
G
10
G
STRING 1
G G
A
B
1
4
3
(N) COMBINER BOX
ROOF MOUNTED (N) PV SYSTEM 6.4 kW DC
(E) MAIN BONDING JUMPER
PER NEC 250.8 & 250.28
(E) BONDING JUMPER
PER NEC 250.92(A)(2)
NOTE: THE PV BREAKER SHALL BE LOCATED AT THE
OPPOSITE END OF THE MAIN BREAKER OR INPUT
FEEDER.
BUSBAR
(E) 225 A
30 A
L1
L2
G N
L1
L2
9
200 A
D D
(C
O
N
D
U
I
T
)
(C
O
N
D
U
I
T
)
TO
U
T
I
L
I
T
Y
G
R
I
D
(E) BONDING JUMPER
PER NEC 250.92(A)(2)
(E) BI-DIRECTIONAL
UTILITY METER
L1
L2
L1
L2
MAIN CB
MIN. 5'-0"
(E) MAIN SWITCHBOARD MSB
8
10
11
12
200 A, 120 / 240V
1P , 3W
NEMA 3R, UL LISTED
(N) AC DISCONNECT
NEMA 3R, UL LISTED
N N N
C
(C
O
N
D
U
I
T
)
N
G
(N) PV
20 FT APPROX.5 FT 5 FT MAX.
(X-IQ-AM1-240-2) & ENPHASE
IQ ENVOY (ENV-IQ-AM1-240)
ENPHASE IQ COMBINER
1
G
2
G
6
G
STRING 2
G G
1
2
3
5
L1
L2
L1
L2
L1
L2
L1
L2
1CT
PRODUCTION
2CT
PRODUCTION
20 A
N
G
N
GGG
L1
L2
L1
L2
10 A
MOBILE
CONNECT
IQ GATEWAY
L1
L2
N
G
L1
L2
N
G
6
30 A AC
315 E Stanford St -
201817961/30/2024
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
SYSTEM
SIGNS
PV-4
11.14 A
A
V
V
A
V
13.93
45.30
240
600
15
600 V
30 A
315 E Stanford St -
201817961/30/2024
PV-14
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-15
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-16
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-17
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-18
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-19
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
LABELING REQUIREMENTS
NEC 2022 ARTICLE 690
ADHESIVE FASTENER SIGNS
ANSI Z535.4-2011 PRODUCT SAFETY SIGNS AND LABELS, PROVIDES GUIDELINES FOR
SUITABLE FONT SIZES, WORDS, COLORS, SYMBOLS, AND LOCATION REQUIREMENTS FOR
LABELS. NEC 110.21(B)(1)
THE LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED. NEC 110.21(B)(3)
ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS
SHALL BE WEATHER RESISTANT. IFC 605.11.1.3
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
Layout
NEC 705.10 & 690.56 (A)(B)
Roll: 558-00350
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
SYSTEM
SIGNS
PV-5
N
SANTA ANA CA 92707-1830
315 E STANFORD STREET
N/A V
N/A V
JB
OPTMI OPTMI OPTMI OPTMI OPTMI
OP
TMI
OPTMIOPTMIOPTMIOPTMI
OPTMI OPTMI OPTMI OPTMI OPTMI
OPTMI
(N) SOLAR MODULES
(N) MICRO-INVERTERS
(N) JUCTION BOX
(E) MAIN HOUSE
(E) MAIN SERVICE
PANELBOARD
(N) AC DISCONNECT
(N) COMBINER BOX
N/A
N/A
315 E Stanford St -
201817961/30/2024
PV-7
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-8
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-9
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-10
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-11
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-12
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
PV-13
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
DATA SHEETS
315 E Stanford St -
201817961/30/2024
RAFTER
IRON RIDGE TILT
LEG
SOLAR PANEL
END CLAMP
IRON RIDGE RAIL
TILT LEGS
FLAT ROOF
ANGLE 10°
END CLAMP
1/4" BOLT
XR100 RAIL
3/8" Flange nut
STANDOFFS
U-FOOT
IRONRIDGE
ADJUSTABLES
The 1/4” x 3.5" lag bolt
for the ATTACHMENT
base to the rafter.
FLUSH MOUNT
IRONRIDGE
TILT LEGS
JB
OPTMI OPTMI OPTMI OPTMI OPTMI
OP
T
MI
OPTMIOPTMIOPTMIOPTMI
OPTMI OPTMI OPTMI OPTMI OPTMI
OPTMI
1.A.1 (10)
1.A.2 (6)
RAPID SHUTDOWN CONTROLLER
MI
RAPID SHUTDOWN BOX
MICRO INVERTER
COMBINER BOX
AC DISCONNECT SWITCH
MAIN SERVICE PANEL BOARD
INVERTER "A"
MID CLAMP
SOLAR MOUNT SYSTEM
COUNDUIT (POS/NEG/GRND)
RAILING OR SLIDER
OPT OPTIMIZER
& "B"
SP SUB-PANEL
JUCTION BOX
LINE WALL
B BATTERY
T AUTO-TRANSFORMER
AC AC LOAD CENTER
LEGEND
END CLAMP
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
ARRAY
LAYOUT
ARRAY LAYOUT PV-3
STRING LEGEND
1. A. 2 (11)
STRING LENGTH
STRING ID #
MPPT (A,B OR C)
INVERTER ID #
18
"
M
A
X
12
"
ATTACHMENT
POINT, TYPICAL
---
1
SCALE: 1/8" = 1'-0"
48" MAX
MOUNT SPACING
DETAIL A
SCALE: NONE
MOUNTING DETAIL
SCALE: NONE
MANUFACTURER:
MODEL:
MODULE WEIGHT:
MODULE LENGTH:
MODULE WIDTH:
MODULE AREA:
ROOF SPECIFICATIONS
ROOF TYPE:
RAFTER SIZE:
MAX. RAFTER SPACING:
ROOFING MATERIAL:
SLOPE OF ROOF:
ARRAY SPECIFICATIONS
TOTAL MODULES:
MODULE WEIGHT:
RACKING WEIGHT:
TOTAL WEIGHT:
ARRAY AREA:
ARRAY DEAD LOAD:
RAIL MAX. SPAN:
NUMBER OF MOUNTS:
TRUSS
2x6
@ 24" O.C.
TORCH DOWN BITUMEN
FLAT ROOF 2% SLOPE
16
48.50 LBS
172.27 LBS
948.27 LBS
337.93 SF
2.8 LBS/SF
48" MAX.
36
HANWHA Q CELLS
Q.PEAK DUO BLK ML-G10 400
48.50 LBS
74.00 IN
74.00 IN
21.12 SF
MODULE SPECIFICATIONS
SPECIFICATIONS
SQ. FT. ROOF:899 SQ.FT. SQ.FT.
% OF ARRAY COVERAGE: 38%
RACKING INFORMATION:
MOUNTING:
RAILING:
FLAT ROOF SYSTEM
XR-10
MANUFACTURER:IRONRIDGE
NEW SOLAR MODULES
ARRAY SUPPORT
RAIL, TYPICAL
ATTACHMENT
POINT, TYPICAL---
1
2"X6" @ 24" O.C.
3'
-
0
"
6'
-
2
"
6'
-
2
"
1'
-
6
"
6'
-
2
"
4'
-
6
"
1'
-
6
"
3'-0"17'-4"4'-8"
3'-0"10'-4"1'-9"6'-11"3'-6"
15
"
44
"
15
"
15
"
44
"
15
"
15
"
44
"
15
"
9"
23
"
9"
3'-0"
315 E Stanford St -
201817961/30/2024
11/16/23, 2:59 PM SolarLife LLC. Mail - Building Safety solar & electric vehicle station request form
https://mail.google.com/mail/u/0/?ik=0860ac4495&view=pt&search=all&permmsgid=msg-a:r3524451904221522958&simpl=msg-a:r35244519042215…1/1
Jun Li <jli@solarandlife.com>
Building Safety solar & electric vehicle station request form
Jun Li <jli@solarandlife.com>Thu, May 25, 2023 at 7:22 PM
To: "Rodriguez, Megan" <mrodriguez30@santa-ana.org>
Cc: "Minchaca1026@gmail.com" <Minchaca1026@gmail.com>
Hi Megan,
The homeowner is cc'd on this email.
He just signed the attached document here per your request.
Please let us know how to proceed from here.
Jun
SolarLife
6263532838
[Quoted text hidden]
Santa Ana City Permit Document.pdf
129K
315 E Stanford St -
201817961/30/2024
I _____________ (property owner) am cancelling permits
101113231 & 20178276, no work was ever completed and I
am no longer working with American Solar advantage. I am
moving forward with Solar Life and am allowing them to
install solar on my property at 315 E Stanford St.º
Print Name: __________________
Title: ______________________
Signature: ___________________________
Date: ________________________
315 E Stanford St -
201817961/30/2024
5/24/23, 4:50 PM SolarLife LLC. Mail - Building Safety solar & electric vehicle station request form
https://mail.google.com/mail/u/0/?ik=0860ac4495&view=pt&search=all&permmsgid=msg-f:1766813744908459769&simpl=msg-f:1766813744908459769 1/2
Jun Li <jli@solarandlife.com>
Building Safety solar & electric vehicle station request form
Rodriguez, Megan <mrodriguez30@santa-ana.org>Wed, May 24, 2023 at 2:48 PM
To: "admin@solarandlife.com" <admin@solarandlife.com>
Hello,
There were solar permits issued over the counter on 12/20/2022 to a different contactor (American Solar Advantage).
If the work was never done, we will need a le er from the property owner cancelling the permits. The le er must
state, “I _____________ (property owner) am cancelling permits 101113231 & 20178276, no work was ever
completed and I am no longer working with American Solar advantage. I am moving forward with Solar Life and am
allowing them to install solar on my property at 315 E Stanford St.” The le er must be signed by the property
owner, if it is signed electronically we will require the DocuSign receipt.
Thank you,
Megan Rodriguez
Permit Services Processor
City of Santa Ana
Planning & Building Agency
(714) 647-5803
mrodriguez30@santa-ana.org
From: no fy@proudcity.com <no fy@proudcity.com>
Sent: Tuesday, May 23, 2023 11:54 PM
To: Siroonian, Irene <isiroonian@santa-ana.org>
Subject: New submission from Building Safety solar & electric vehicle sta on request form
Name
Jun Li
Applicant phone number
315 E Stanford St -
201817961/30/2024
5/24/23, 4:50 PM SolarLife LLC. Mail - Building Safety solar & electric vehicle station request form
https://mail.google.com/mail/u/0/?ik=0860ac4495&view=pt&search=all&permmsgid=msg-f:1766813744908459769&simpl=msg-f:1766813744908459769 2/2
(626) 353-2838
Email
admin@solarandlife.com
Project/Site address
315 E STANFORD STREET,
SANTA ANA, CA 92707-1830
Map It
Project request
total solar system size: 6.4 KW DC
16 pieces of solar panels on the roof
no main panel upgrade
no battery
Please select the category/type of project proposed?
Single Family Dwelling/Duplex
Less than 10 KW size
Roof Solar
Applications upload here
completed-Solar-Permits-Applications-Santa-Ana-1.pdf
315 E Stanford St -
201817961/30/2024
JB
OPTMI OPTMI OPTMI OPTMI OPTMI
OP
TMI
OPTMIOPTMIOPTMIOPTMI
OPTMI OPTMI OPTMI OPTMI OPTMI
OPTMI
1.A.1 (10)
1.A.2 (6)
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone:(310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
SITE PLAN
SITE PLAN
SCALE: 1" = 20'-0"
PV-2
E STANFORD STREET
1. UTILITY HAS 24-HOUR UNRESTRICTED ACCESS TO ALL
PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT SERVICE
ENTRANCE
2. WORKSPACE IN FRONT OF AC ELECTRICAL SYSTEM
COMPONENT SHALL BE IN ACCORDANCE WITH APS AND NEC
REQUIREMENTS FOR APS REQUIREMENTS, REFERENCE
SECTION 300 OF THE APS ESRM AND SECTION 8.2 OF THE APS
INTERCONNECTION REQUIREMENTS
3. REFERENCE SECTION 301.15 OF THE APS ESRM FOR
ELECTRICAL METER SEPARATION BETWEEN WATER AND GAS
4. NO VENTS (DORMERS, PLUMBING AND MECHANICAL) SHALL
BE COVERED OR RELOCATED. "ALL EQUIPMENT SHALL BE
PAINTED PRIOR TO INSPECTION."
5.ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A
NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL)
6.SEE SHEET PV-5 FOR ELECTRICAL CONDUIT, WIRE, AND
EQUIPMENT DETAILS.
NOTES
PHOTOVOLTAIC EQUIPMENT:
1.MODULES:
INSTALLATION TYPE:
AZIMUTH:
TILT:
MOUNTED ON:
10°
0°, 180°
SYSTEM DESCRIPTION
OVERALL SYSTEM:
DC RATING:
CEC RATING:
6.400 kW DC
5.844 kW AC
ROOF
PROPERTY DATA:
SQ.FT. OF ARRAY:
% OF ARRAY COVERAGE:
SQ.FT. OF ROOF:
NUMBER OF STORIES:
SPRINKLERS:
ZONING:
1
337.93
899 SQ.FT.
38%
NO
R1
RACKING INFORMATION:
MOUNTING:
RAILING:
FLAT ROOF SYSTEM
XR-10
MANUFACTURER:IRONRIDGE
MANUFACTURER:
QTY:
HANWHA Q CELLS
16
MODEL:Q.PEAK DUO BLK ML-G10 400
2.INVERTER:
MANUFACTURER:
QTY:
ENPHASE
16
MODEL:IQ8PLUS-72-2-US
JURISDICTION:SANTA ANA
CL
(E
)
D
R
I
V
E
W
A
Y
(E
)
G
A
R
A
G
E
(N) AC DISCONNECT
200 AMPS
(N) COMBINER BOX
(E) MAIN SERVICE PANELBOARD
36" FIRE ACCESS PATHWAY
FLAT ROOF
20
'
-
0
"
38
'
-
0
"
37
'
-
0
"
23
'
-
0
"
30
'
-
0
"
2'
-
0
"
4'-0"44'-0"2'-0"
2'
-
0
"
48
'
-
0
"
10
'
-
0
"
30
'
-
0
"
30
'
-
0
"
30
'
-
0
"
11'-0"9'-0"17'-0"13'-0"
11'-0"26'-0"10'-0"3'-0"
16
'
-
0
"
21
'
-
0
"
2'-0"10'-0"8'-0"26'-0"4'-0"
(E) MAIN HOUSE
(E) LAWN
(E) LAWN
CL
PATIO
COVER
PATIO
COVER
(N) SOLAR MODULES
(N) MICRO-INVERTERS
(N) JUCTION BOX
(E) GUEST ROOM
315 E Stanford St -
201817961/30/2024
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
315 E Stanford St, Santa Ana, CA 92707
SolarLife
1073930
Jun Li (SolarLife)
6263532838 11/16/2023
admin@solarandlife.com
315 E Stanford St -
201817961/30/2024
315 E. STANFORD ST
SANTA ANA, CA 92707
MINCHACA, JOSE
Prepared For:
SOLARMAX DESIGN
3805 E 2NS ST, SUITE C
LONG BEACH, CA 90803
310-844-7370 & 310-740-9649
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2022 / ASCE 7-16
2 - Wind: 95 MPH, Exposure: C
3 - Wood Species: DF-L No. 2 (SG = 0.5 )
Notice: Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
& solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
(714) 332-2741 | info@getstructural.com
3000 E. Birch Street Suite 201 | Brea CA 92821
12/1/2023
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
Job:
315 E Stanford St -
201817961/30/2024
! "#$ %!& '()**)+! "&, '
()
+-& ./ 0/--1/ 1
2
--!--0 - -$
$-- 3!-- $ 0--4 5
-
$--$!! - - /.', 6 $ 789:;<=>?@:A9BC@> ./ 0/--/ FG '()**), '
()
''0G , ,
*N8G R ((Z ' Z ''Z
Z X
*Z XX * Z XXX Z X[ (Z
D7HISTU\ WX ,Y-'Z WX ,Y-'*Z WX ,Y-
Z WX ,Y-* Z W4-"X Z W4-"XX Z W4-"XXX,X[ Z
D7HIST\] /.', R / --
Z
fghfije`h_`a`klml^a`nd`iejgobeje`padpijdjq`ghq`gebepe_`rjdc`bpajgoh`dfg`jefpgdfg`bqjh`hcafgse_`tcfdhfgsiph`jhpuefpguapi`bbvwb`abb_pcdhipgnfaqjgog`hnapqe_fbeppdxfe_e_`dpijdyce_pafeozjrfgs{cafbhfiefpgt`npa`uapi``hfgsxfe_h`bfsgve_jee_`y^}zj~jahbtopijefpgx`tbfe`xfddgpet`cuhje`hepbcuupaey€} ‚ƒ„„v…fghpcex_ov- - !-0Z ‡- /.' - - --$ !- -"- 3- /.'! !- - -! ! - --- 0 -!-ˆ Z-- $--$!!-‰ !- -!$ -- --0- ‡-$ -- !" ! " - Š‹
. -$ , ---" - -- ! "--Z - ‡- "$ Z00-$ - - ---$ $ , --- ""-- Z - -!$ -" !!--‰Z -0 !$ 0Z -- - $---!-‡---
Z- - !!!0
-Z-! -- - ! - --!- 0 -0 ! $ Z -- -‰Z ‡-0 0 ! !!- " -- -0- !
- - - -0 0Z - !- - "Z- 0 Z -- 0- ! ‡ "-‰ -- - 4 $!-"- -0-!0 -0 - 0--Œ -0 0- ! - - " ! " -- !0 -- ‡- $-- Ž-0 - 0Z 0Z Z-!!!! "0Z - Ž-0 - 0 $--- Z ! ‡! -"‡- " ! "--- !-0 ! "- ‡! 0 - ! "---! -! " -! --
‘’“”•“–“—˜™˜š›œœšžŸ ¡¢£›¡¤Ÿ”œ¥–“¦“”Ÿ¥¥œ¥
315 E Stanford St -
201817961/30/2024
ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Roof Slope =2 °
Roof Shape MonoSlope
Tributary Width s =4.00 ft
Tributary Length l =3.08 ft
Effective Area Ae =12.33 f 2
Height of Structure h =15 ft
Wind Speed V =95 mph
Exposure Categor C
Building Width B =25 ft
Building Length L =30 ft
Zone Width a =3 ft
Elevation Height zg =77 ft
Wind Directionality Kd =0.85
Topography Factor Kt =1.00
Ground Elevation Factor Ke =1.00
Velocity Pressure Exposure Coefficient Kz =0.85
Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.62 psf
Solar Array Pressure Equalization a =0.79
Array Edge Factor E =1.50
Zone GCp p = qz(GCp)(E)(a)
3 2.57 -50.69
3r - -
3e - -
2 1.60 -31.45
2r - -
2e - -
2n - -
1 1.10 -21.66
1' - -
315 E Stanford St -
201817961/30/2024
LAG SCREW ANALYSIS
Loads
Wind Pressures qz =-31.45 psf
Solar Panel Load QD =3 psf
Panel Length l =6.167 ft
Panel Width b 3.425 ft
Attachment Spacing s =4 ft
Portrait
Tributary Area At =12.33 ft2
Wind Load PW = qz * At =-388 lbs
Dead Load PD = QD * At =37 lbs
Uplift Pa = 0.6 PD + 0.6 Pw =-211 lbs
Landscape
Tributary Area At = b * s =6.85 ft2
Wind Load PW = qz * At =-215 lbs
Dead Load PD = QD * At =20.55 lbs
Uplift Pa = 0.6 PD + 0.6 Pw =-117 lbs
Lag Screw
Specific Gravity of Lumber SG =0.50 (Douglas Fir-Larch)
Diameter of Lag Screw D =1/4 in
Withdraw Design /in 1800*SG3/2*D3/4 =225 lbs/in
Depth of Embedment lp =2.50 in
Total Nominal Withdrawal Value W = W * l p =563 lbs
Load Duration Factor CD =1.6
Withdrawal Design Value W' = W * C D =900 lbs
Demand Capacity Ratio DCR = Pa / W'=0.23 < 1 OK
315 E Stanford St -
201817961/30/2024
ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check
Roof Slope =2 °
Roof Shape MonoSlope
Tributary Width s =2.00 ft
Tributary Length L =30.00 ft
Effective Area A = L ( MAX [ s , L/3] )=100 f 2
Height of Structure h =15 ft
Wind Speed V =95 mph
Exposure Categor C
Building Width B =25 ft
Building Length L =30 ft
Zone Width a =3 ft
Elevation Height zg =77 ft
Wind Directionality Kd =0.85
Topography Factor Kt =1.00
Ground Elevation Factor Ke =1.00
Velocity Pressure Exposure Coefficient Kz =0.85
Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.62 psf
Internal Pressure Coefficient (GCpi)=-0.18
Zone GCp p = qz [(GCp) - (Gcpi)]
3 1.60 -29.59
3r - -
3e - -
2 1.50 -27.93
2r - -
2e - -
2n - -
1 1.10 -21.28
1' - -
315 E Stanford St -
201817961/30/2024
Beam/ Top Chord Check Lumber:
Moment Demand
# of Attachment per Rafter NA =Span :Orientation
Lenght (ft) :
Dead Load Roof Material:QD =psf
Live Load QLr =psf
Wind Load p = psf
Snow Load QS =psf
Rafter Spacing s = in
Wind Load, Portrait Portrait UL =
Wind Load, Landscape Landscape UW =
Linear Dead Load wd =plf
Live Load wLr = plf Start ft Start ft
End ft End ft
Snow Load ws = plf Start ft Start ft
End ft End ft
Ma, Moment
D lb-ft
D+Lr lb-ft
D+S lb-ft
0.6D+0.6W lb-ft
D+0.45W+0.75Lr lb-ft
D+0.45W+0.75S lb-ft
Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2
CM = 1 Ct = 1 Cr= CF = fb =psi Cfu =Ci =
Breadth b = in
Depth d = in
Section Modulus Sx = bd2 / 6 =in3
Bending Stress Capacity Fb
= CM * Ct * Cr * CF * fb =psi Table 4.3.1 NDS 2018
Deflection Limit E = ksi I =in4
Transient Deflection in
Transient Deflection Allowed > [OKAY]
Total Deflection in
Total Deflection Allowed > [OKAY]
-27.93
DF-L No. 2
6 j lj (ft)pd,j (lbs) pw,j (lbs) ps,j (lbs)
Portrait 1 3.8 37.0 -344 0.0
8.4 37.0 -344
-344 0.0
4 16.0 37.0 -344 0.0
0.0
10.00 10.00 10.00 0.00 0.00
Portrait 3 11.5 37.0
10.00
1 2 3 4 Eave
2
0.0
0.0 0.0 0.0
0.0
0 0.0 0.0 0.0 0.0
0 0.0 0.0 0.0
0.0
6 23.7 37.0 -344 0.0Portrait5 19.1 37.0 -344
0.0
20
40
0.0 0.0 0.0 0.0
0 0.0Portrait0
0.020.55 -191 0
0
0.0
0
3
0
0
0.0
Portrait
3
0.0Portrait0 0.0 0.0
AT (ft2)
12.333
6.85
pd (lbs)
37 -344
pw (lbs) ps (lbs)
0
24.50
2x6
1.15 1.3
30.00
24.50
30.00
900
1.50
5.50
296
337
296
358
112
112
DCR
0.9 1211 psi D 469 psi 0.39
7.56
1346
CD Fb' = CD * Fb ASD Load Ma / Sx
1.15 1547 psi D+S 469 psi 0.30 OKAY
OKAY
1.25 1682 psi D+Lr 535 psi 0.32 OKAY
1.6 2153 psi
0.143
841 120
1600 20.80
0.6D+0.6W 567 psi 0.26 OKAY
1.0 1
20
0.00
24
TPO
0.100
1203 180
1.6 2153 psi D+0.45W+0.75S 179 psi 0.08 OKAY
1.6 2153 psi D+0.45W+0.75L 179 psi 0.08 OKAY
𝑴𝒙 𝑹𝒊𝒙 𝑳𝒊 𝑷𝒋𝒙 𝒍𝒋
𝒘𝒅𝒙𝟐
𝟐
‐400.0
‐300.0
‐200.0
‐100.0
0.0
100.0
200.0
300.0
400.0
0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000
315 E Stanford St -
201817961/30/2024
SEISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2022 Part 10 Chapter 5 Section 502.5)
PV System Weight
Module Model Hanwha
Panel Weight W panel = 48.5 lbs
Number of Panels NPV = 16
Total PV System Weight W PV = W panel * NPV =776 lbs
Existing Roof Weight
Roof Weight QD =10.0 psf
Building Length Lbuild =30 ft
Building Width W build =25 ft
Roof Area Abuild =750 ft2
Building Perimeter Pbuild =110 ft
Wall Height ht =8 ft
Wall weight Qwall =15 psf
Interior wall weight Qint =10 psf
Roof Load W floor = Abuild * QD =7500 lbs
Wall Load wall = ht /2 * Qwall * Pbuild + Abuild * Qint /=10350 lbs
Total Story Weight W build = W floor + W wall =17850 lbs
Percentage Weight Increas WPV / Wbuild = 4.35% < 10% OKAY
315 E Stanford St -
201817961/30/2024
As Noted
MI
N
C
H
A
C
A
,
J
O
S
E
L
U
I
S
SA
N
T
A
A
N
A
C
A
9
2
7
0
7
-
1
8
3
0
AP
N
:
4
0
3
-
1
9
3
-
1
6
RE
S
I
D
E
N
T
I
A
L
P
H
O
T
O
V
O
L
T
A
I
C
31
5
E
S
T
A
N
F
O
R
D
S
T
R
E
E
T
FULL SIZE PRINT: 17"x11"
A
REV
Signature
DRAWINGS PROVIDED BY:
SOLAR MAX DESIGN
Email: solarmax.dsgn@gmail.com
Web: www.solarmaxdsgn.com
Phone: (310) 740-9649(310) 844-7370 &
3805 E 2ND STREET, SUITE C
LONG BEACH, CA 90803
CLIENT INFORMATION:
PROJECT:
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.
NOTE:
DESCRIPTION DATE:
B
DATE:
SCALE:
SHEET TITLE:
SHEET
NUMBER:
4/7/2023
Class: C10
Solar Life
7129 Westport Street
Riverside, California 92506
Phone: (626) 353-2838
License: 1073930
CONTRACTOR
Signature
Exp: 03/31/2023
INSPECTION
PLANNING
FIRE PROTECTION
EQUIPMENT FUNCTION
BONDING AND GROUNDING
1. INSPECTOR TO VERIFY EXISTING FIELD CONDITIONS. MODIFICATIONS TO
EXISTING PHOTOVOLTAIC (PV) SYSTEMS INCLUDE VERIFICATION OF EXISTING
GROUNDING SYSTEM, BONDING REQUIREMENTS, ELECTRICAL PANEL SIZE AND
OVER CURRENT PROTECTION.
2. CONTRACTOR TO BE PRESENT FOR FIRST AND FINAL INSPECTIONS.
3. FIRST REQUIRED INSPECTION SHALL BE FOR MODULE RACK SUPPORT BASES.
MODULE RACK SUPPORT BASES SHALL BE INSTALLED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
4. LADDER SHALL BE PROVIDED AND SECURED TO STRUCTURE FOR INSPECTION
PURPOSES.
1. ALL SOLAR ENERGY SYSTEM APPURTENANCES SUCH AS, BUT NOT LIMITED TO,
ELECTRICAL CONDUIT, JUNCTION BOXES, WATER TANKS, SUPPORTS, AND
PLUMBING SHALL BE SCREENED TO THE MAXIMUM EXTENT POSSIBLE WITHOUT
COMPROMISING THE EFFECTIVENESS OF THE SOLAR COLLECTORS, AND SHALL
BE PAINTED A COLOR SIMILAR TO THE COLOR OF THE SURFACE UPON WHICH
THEY ARE MOUNTED. SOLAR COLLECTORS (MODULES, INVERTERS AND RAILS)
ARE EXEMPT FROM THE SCREENING AND COLOR PROVISIONS OF THIS
SUBSECTION.
2. ALL ROOF-MOUNTED SOLAR COLLECTORS CAN BE MOUNTED AT AN OPTIMUM
ANGLE TO THE SUN FOR MAXIMUM ENERGY PRODUCTION. THE MAXIMUM
HEIGHT OF A SOLAR COLLECTOR SHALL BE TWO FEET, MEASURED
PERPENDICULAR TO THE ROOF SURFACE, AND MAY NOT EXCEED THE MAXIMUM
OVERALL BUILDING HEIGHT. THE REMAINDER OF THE SOLAR ENERGY SYSTEM
SHALL BE BELOW THE LEVEL OF THE SOLAR COLLECTOR(S).
1. EFFECTIVE JANUARY 1, 2015, ROOFTOP MOUNTED PV SYSTEMS SHALL BE
TESTED, LISTED AND IDENTIFIED WITH A FIRE CLASSIFICATION IN ACCORDANCE
WITH UL 1703. THE FIRE CLASSIFICATION SHALL COMPLY WITH TABLE 1505.1
BASE ON THE TYPE OF CONSTRUCTION OF THE BUILDING [CALIFORNIA BUILDING
CODE (CBC) SECTION 1505.9].
2. REPLACEMENT ROOFING UNDER SOLAR MODULE PANELS SHALL HAVE A CLASS
A FIRE RATING PER CITY OF IRVINE MUNICIPAL ORDINANCE NO. 16-07 AS WELL
AS COMPLY WITH CBC SECTION 7A CRITERIA WHERE APPLICABLE.
3. PER ORANGE COUNTY FIRE AUTHORITY (OCFA), METALLIC RACEWAYS SHALL BE
MINIMUM 18” BELOW ROOF ASSEMBLY WHEN MEASURED PARALLEL TO THE
SURFACE OF THE ROOF.
1. LISTED AND LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN
ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING
PER ART. 110.3(B) OF THE CALIFORNIA ELECTRICAL CODE (CEC).
2. WEEB CLIPS BY WILEY ELECTRONICS/BURNDY TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION INSTRUCTIONS PER CEC ART. 110.3 (B).
3. MAINTAIN PROPER WORKING CLEARANCES FOR SOLAR EQUIPMENT PER CEC
ART. 110.26 & CEC TABLE 110.26(A)(1).
4. CENTER GRIP OF DISCONNECTS SHALL BE NO MORE THAN 6'-7” ABOVE
ADJACENT FLOOR OR GRADE PER CEC ART. 240.24(A).
5. AVOID COVERING PLUMBING VENT OPENINGS WITH SOLAR PANELS.
6. ALL EQUIPMENT USED SHALL BE LABELED AND LISTED BY A NATIONALLY
RECOGNIZED TESTING LABORATORY (E.G. UL). NO FIELD FABRICATION OF
COMPONENTS IS PERMITTED.
7. COMBINING LISTED COMPONENTS TO CREATE A NEW LISTED COMPONENT IS
NOT ALLOWED (E.G. PLACING LISTED FUSE HOLDERS OR PULLS INSIDE A LISTED
JUNCTION BOX DOES NOT MAKE A LISTED COMBINER BOX).
8. DISCONNECTS ON DC SIDE SHALL BE RATED FOR DC AND SERIESING OF BLADES
MAY BE REQUIRED FOR A 600 VDC RATING.
9. INTERCONNECTION PV BREAKER SHALL BE THE SAME BRAND AS SERVICE
PANEL. 10.GROUND LUGS FOR GROUNDING ROOF MODULES AND RAILS ARE
LISTED FOR ONLY A SINGLE GROUND WIRE.
1. ANY SPLICE IN A SOLAR MODULE RAIL SYSTEM SHALL A HAVE BONDING JUMPER
PER CEC ART. 250.ANY SPLICE IN A SOLAR MODULE RAIL SYSTEM SHALL A HAVE
BONDING JUMPER PER CEC ART. 250.
2. ELECTRODE GROUNDING SYSTEM SHALL BE BONDED BACK TO SERVICE'S
ELECTRICAL SYSTEM PER CEC ART. 250.50. AC SERVICE SHALL HAVE A GEC
SYSTEM AND BE BONDED TO METALLIC WATER PIPING.
3. WHEN MORE THAN ONE GROUNDING ELECTRODE EXISTS, ALL GROUNDING
ELECTRODES ARE TO BE BONDED TOGETHER PER CEC ART. 250.50 TO FORM A
GROUNDING ELECTRODE SYSTEM. BONDING JUMPER SIZE TO BE THE LARGER
OF CEC TABLE 250.66 (FOR AC) AND CEC ART. 250.166 (FOR DC).
4. NEW ELECTRODES SHALL BE EMBEDDED IN DIRECT CONTACT WITH SOIL A
MINIMUM OF 8'-0” FEET WITH 10'-0” X ¾” DIAMETER RODS WHERE ATTACHMENT IS
MADE ABOVE GRADE. CEC ART. 250.53(G). SPACE ELECTRODES MIN. 6'-0” APART
PER CEC ART. 250.53(B).
5. BONDING BETWEEN SUPPLEMENTAL AND SERVICE ELECTRODES SHALL BE NO
LARGER THAN #6 AWG PER CEC ART. 250.53(E). BONDING JUMPER TO BE
CONNECTED TO ELECTRODES PER CEC ART. 250.70.
6. BONDING BETWEEN SUPPLEMENTAL AND SERVICE ELECTRODES SHALL BE NO
LARGER THAN #6 AWG PER CEC ART. 250.53(E). BONDING JUMPER TO BE
CONNECTED TO ELECTRODES PER CEC ART. 250.70.
7. GROUNDING ELECTRODE CONDUCTOR (GEC) SMALLER THAN 6 AWG SHALL BE
PROTECTED IN RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, RIGID
NON-METALLIC CONDUIT, ELECTRICAL METALLIC TUBING, OR CABLE ARMOR. 6
AWG GEC FREE FROM EXPOSURE TO PHYSICAL DAMAGE SHALL BE PERMITTED
TO RUN ALONG SURFACE OF BUILDING CONSTRUCTION WITHOUT METAL
COVERING OR PROTECTION IF SECURELY FASTENED TO CONSTRUCTION. 4 AWG
GEC SHALL BE PROTECTED WHERE EXPOSED FROM PHYSICAL DAMAGE. CEC
ART. 250.64(B).
CONDUCTORS AND RACEWAY
1. CONDUCTORS 8 AWG AND LARGER SHALL BE STRANDED WHERE INSTALLED IN
RACEWAYS AND CONDUIT PER CEC ART. 310.106(C).
2. CONDUCTORS SHALL BE LISTED FOR WET LOCATIONS PER CEC ART. 310.10(C).
3. PVC RACEWAYS REQUIRE EXPANSION FITTINGS AND SUPPORT STRAPS (ATTACHED TO
MOUNTING SURFACE WITH TWO FASTENERS) PER CEC ART. 352.30 AND CEC ART. 352.44
AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.
4. EMT SHALL BE SHALL BE FASTENED EVERY 10 FEET AND WITHIN 3 FEET OF BOXES,
CABINETS AND/OR TERMINATIONS PER CEC ART. 358.30(A) AND SUPPORTED EVERY 3
FEET PER CEC ART. 358.30(B).
5. SOURCE CIRCUITS IN ATTIC ARE TO RUN IN METALLIC RACEWAY FROM ROOF
PENETRATION TO THE FIRST READILY ACCESSIBLE DISCONNECT MEANS PER CEC ART.
690.31(E).
MODULE RACK SUPPORT BASES
1. FIELD VERIFY EXISTING FRAMING MEMBER DEPTH WILL MEET PRESCRIBED LAG SCREW
EMBEDMENT.
MARKINGS/LABELS
1. PV WORKING PLACARDS ARE TO BE 3/8" HIGH CAPITALIZED WHITE LETTERS ON RED
BACKGROUND PER CEC ART. 690.31(G)(4).
2. PROVIDE A DIRECTORY DENOTING ALL ELECTRIC POWER SOURCES ON OR IN THE
PREMISES. DIRECTORY SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION
AND AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OF
BEING INTERCONNECTED PER CEC ART. 705.10.
RAPID SHUT DOWN
1. PV SYSTEMS SHALL BE INSTALLED WITH LISTED RAPID SHUT DOWN EQUIPMENT PER
ART. 690.12 AND LABELED PER ART. 690.56
THE SITE AUDITOR SHALL VERIFY THE FOLLOWING:
ROOF VISUAL STRUCTURAL REVIEW OF EXISTING CONDITIONS
1. NO VISUALLY APPARENT DISALLOWED RAFTER HOLES, NOTCHES AND TRUSS
MODIFICATIONS.RAFTERS THAT FALL THIS CRITERIA SHOULD NOT BE USED TO
SUPPORT SOLAR ARRAYS UNLESS THEY ARE FIRST STRENGTHENED.
2. NO VISUALLY APPARENT STRUCTURAL DECAY OR UN-REPAIRED FIRE DAMAGE.
3. ROOF SAG, MEASURED IN INCHES. IS NOT MORE THAN THE RAFTER OR RIDGE
BEAM LENGTH IN FEET DIVIDED BY 20.RAFTERS THAT FALL THE ABOVE CRITERIA
SHOULD NOT BE USED TO SUPPORT SOLAR ARRAYS UNLESS THEY ARE FIRST
STRENGTHENED.
SMOKE DETECTOR SHALL BE INSTALLED:
1. NO CENTRALLY LOCATED. IN CORRIDOR (OR AREA) LEADING TO SLEEPING AREAS,
AND INSIDE EACH SLEEPING ROOM.
2. ON CEILING OF UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY WHEN
SLEEPING AREAS ARE ON AN UPPER LEVEL.
3. ON EACH FLOOR LEVEL AND IN BASEMENT.
4. IN THE ADJACENT ROOM (OR AREA) WHERE THE CEILING HEIGHT EXCEEDS THAT
OF THE HALLWAY BY 24" OR MORE,IN THE ADJACENT ROOM (OR AREA) WHERE THE
CEILING HEIGHT EXCEEDS THAT OF THE HALLWAY BY 24" OR MORE.
5. BATTERY OPERATED SMOKE DETECTOR PERMITTED IN EXISTING CONSTRUCTION.
CARBON MONOXIDE SHALL BE INSTALLED:
1. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM(S).
2. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
3. BATTERY OPERATED CARBON MONOXIDE DETECTOR PERMITTED IN EXISTING
CONSTRUCTION.
4. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS
ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN
THE BEDROOM.
NOTES
1. PROVIDE ARC FAULT PROTECTION
2. CONDUIT(S) SHALL BE PAINTED TO MATCH SURFACE AND SHALL BE INSTALLED
GREATER THAN 7/8"(INCHES) ABOVE ROOF SURFACE
3. ALL EQUIPMENT TO BE LISTED FOR THE PURPOSE.
4. PROVIDE SOLAR PANEL COPPER LAY·IN GROUNDING LUG, TIN PLATED, 14-4,
STAINLESS STEEL SCREW, SUITABLE FOR DIRECT BURIAL.
5. MODULE SHALL CANTILEVER A MAX OF 18 INCHES BEYOND THE STANDOFF OR
PROVIDE STRUCTURAL ANALYSIS PREPARED BY A LICENSED CALIFORNIA
ENGINEER OR ARCHITECT. ,
6. STANDOFF SHALL NOT BE ALLOWED TO BE INSTALLED OVER THE EAVE AREAS
WITHOUT A STRUCTURAL ANALYSIS PREPARED BY A LICENSED CALIFORNIA
ENGINEER OR ARCHITECT.
NOTES:8. GROUNDING ELECTRODE CONDUCTOR (GEC) SMALLER THAN 6 AWG SHALL BE
PROTECTED IN RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, RIGID
NON-METALLIC CONDUIT, ELECTRICAL METALLIC TUBING, OR CABLE ARMOR. 6
AWG GEC FREE FROM EXPOSURE TO PHYSICAL DAMAGE SHALL BE PERMITTED
TO RUN ALONG SURFACE OF BUILDING CONSTRUCTION WITHOUT METAL
COVERING OR PROTECTION IF SECURELY FASTENED TO CONSTRUCTION. 4 AWG
GEC SHALL BE PROTECTED WHERE EXPOSED FROM PHYSICAL DAMAGE. CEC
ART. 250.64(B).
9. GEC SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT JOINT OR
SPLICE. SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE
COMPRESSION-TYPE CONNECTORS LISTED AS GROUNDING AND BONDING
EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS PER CEC ART.
250.64(C)(1). NOTE: IF EXCEPTION IS USED, INSPECTOR IS TO FIELD VERIFY
ATTACHMENT FROM EXISTING GEC TO UFER.
10. MICROINVERTERS: #6 AWG GEC (FREE FROM PHYSICAL DAMAGE) SHALL BE
INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT JOINT OR SPLICE FROM ALL
MICROINVERTERS TO ELECTRODE; AND GROUND FOR ALL MODULES AND
RAILING TO BE CONTINUOUS. GEC SHALL NOT BE BROKEN AT BUS BAR. CEC ART.
250.64(B) & (C). SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE
COMPRESSION-TYPE CONNECTORS LISTED AS GROUNDING AND BONDING
EQUIPMENT OR BY EXOTHERMIC WELDING PROCESS PER CEC ART. 250.64(C)(1).
11. EACH END OF FERROUS RACEWAYS ENCLOSING THE GEC SHALL BE BONDED
PER CEC ART. 250.64(E).
12. GEC SHALL BE #6 AWG FOR SERVICES LARGER THAN 125A. #8 AWG OKAY FOR
100A SERVICE OR LESS. PER CEC TABLE 310.15(B)(7); CEC TABLE 250.66 & CEC
ART. 250.66(A).
13. EMT TO BE BONDED AT EACH END OF RACEWAY WHERE ENCOUNTERING
ECCENTRIC OR CONCENTRIC KNOCKOUTS PER CEC ART. 250.97.
14. FOR GROUNDING OF MODULES AND RAILS, EQUIPMENT GROUNDING
CONDUCTORS (EGC) SMALLER THAN 6 AWG SHALL BE PROTECTED FROM
PHYSICAL DAMAGE BY A RACEWAY OR CABLE ARMOR EXCEPT WHERE RUN IN
HOLLOW SPACES OF WALLS OF PARTITIONS, WHERE NOT SUBJECT TO PHYSICAL
DAMAGE, OR WHERE PROTECTED FROM PHYSICAL DAMAGE PER CEC ART.
690.46 AND CEC ART. 250.120 (C).
GENERAL NOTES:
VICINITY MAP
SCALE: NONE
INSTALLATION SITE
SCALE: NONE
SHEET INDEX:
PV-1
PV-2
PV-3
PV-4
PV-5
PV-6
PV-19
COVER SHEET
SITE PLAN
ARRAY LAYOUT
SYSTEM SIGNS
SINGLE LINE DIAGRAM
DATA SHEETPV-7 to
SYSTEM SIGNS
THE PLANS WILL COMPLY WITH ALL 2022 PER CODE AND REQUIREMENTS OF THE
CITY DEPARTMENT WHERE IT IS SUBMITTED: CBC, CRC, CEC, CALGREEN & STATE
TITLE 24 ENERGY STANDARDS
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA HISTORICAL BUILDINGS CODE
CURRENT MUNICIPAL CODE
MINCHACA, JOSE LUIS
PHOTOVOLTAIC EQUIPMENT:
1.MODULES:
INSTALLATION TYPE:
AZIMUTH:
TILT:
SANTA ANA CA 92707-1830
APN: 403-193-16
RESIDENTIAL PHOTOVOLTAIC
MOUNTED ON:
10°
315 E STANFORD STREET
0°, 180°
SYSTEM DESCRIPTION
OVERALL SYSTEM:
DC RATING:
CEC RATING:
6.400 kW DC
5.844 kW AC
ROOF
PROPERTY DATA:
SQ.FT. OF ARRAY:
% OF ARRAY COVERAGE:
SQ.FT. OF ROOF:
NUMBER OF STORIES:
SPRINKLERS:
ZONING:
1
337.93
899 SQ.FT.
38%
NO
R1
RACKING INFORMATION:
MOUNTING:
RAILING:
FLAT ROOF SYSTEM
XR-10
MANUFACTURER:IRONRIDGE
MANUFACTURER:
QTY:
HANWHA Q CELLS
16
MODEL:Q.PEAK DUO BLK ML-G10 400
2.INVERTER:
MANUFACTURER:
QTY:
ENPHASE
16
MODEL:IQ8PLUS-72-2-US
JURISDICTION:SANTA ANA
COVER SHEET
PV-1
ROOF
The scope of the plans is for the installation of the
solar photovoltaic system only and the approval is
subject to compliance with all applicable city and state
codes and regulations regarding construction. The
approval of the plans does not constitute any
certification of the accuracy, completeness, or building
permit status of the existing buildings and structures
as shown.
Bldg# 101117843
Elec# 20181796
Approvals:
ELEC - MSmith
315 E Stanford St -
201817961/30/2024