HomeMy WebLinkAbout2906 W Cubbon - PlanD1
MODULE
DATA SHEET
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
2906 W Cubbon
11/23/22
INVERTER
DATA SHEET
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D2
2906 W Cubbon
11/23/22
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
IQ COMBINER
BOX DATA SHEET
D3
2906 W Cubbon
11/23/22
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D4
RACKING
DATA SHEET
2906 W Cubbon
11/23/22
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D5
GROUNDING
SPECS
2906 W Cubbon
11/23/22
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D6
SURVEY
PHOTO
2906 W Cubbon
11/23/22
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D7
SURVEY
PHOTO
2906 W Cubbon
11/23/22
To: City of Santa Ana
Home Owner Name: Huan Vuong
Project address: 2906 W CUBBON ST SANTA ANA, CA 92704
Authorization Letter
Good Day!
This statement will serve as authorization that the owner of the address
2906 W CUBBON ST SANTA ANA, CA 92704 has secured the services
of EXO Energy Inc. with installing Solar.
Thank you,
Home Owner name (printed):
Home Owner signature:
DocuSign Envelope ID: 6A2098C0-C52F-4088-8CCA-D101F6A66A86
Huan
10/26/2022
2906 W Cubbon
11/23/22
0
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
COVER PAGE
1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE
COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY
2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED
3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED
4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER.
5.CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING
COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED.
6.THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY
AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREAKER IS OVER THE BUSS SIZE 20% LIMIT, CONTRACTOR SHALL
INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY.
7. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE
COORDINATED WITH OTHER TRADES.
8. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS
RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT.
9. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE
WIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE.
10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE
SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS.
OWNER
SCOPE
PROJECT
ADDRESS
PROJECT DATA GENERAL NOTES VICINITY MAP
SHEET INDEX
0 COVER PAGE
PHOTOVOLTAIC NOTES
SATELLITE VIEW
BUILDING
INFORMATION:
SINGLE LINE DIAGRAM
CODE REQUIRED SIGNAGE
3
4
ATTACHMENT LAYOUT5
INVERTER DATA SHEET
D1 MODULE DATA SHEET
RACKING DATA SHEET
ELECTRICAL
INFORMATION
MAIN SERVICE PANEL
BUSBAR RATING
MAIN SERVICE
BREAKER RATING
1ɸ, 3W, 120/240V
ROOF PLAN
RACKING
INFORMATION
Main Service Panel
Solar Module
Micro Inverter /
Optimizer
EMT / FMT / PVC
/ RMC type conduit/
Romex NM Cable/
FNMT (Fluid non-metalic tube)
36'' SetbackInverter
Utility Meter
Production Meter
PV Load Center
IQ Combiner Box
Junction Box
Sunpower PV Supervisor
18'' Setback
EV Outlet
CONSTRUCTION TYPE: V-B
ROOF
TYPE
AHJ
APN
LOT AREA
LIVING AREA
MSP
UM
PM
INV
PV
PVS6
IQ
J/B
EV
HUAN VUONG
8
8 ENPHASE
IQ8PLUS-72-2-US
2906 W CUBBON ST
SANTA ANA, CA 92704
AC DisconnectACD
SSP Service Sub Panel
COMPOSITION SHINGLE
1,448 SQFT
10974415
CITY OF SANTA ANA
WIRE SIZE CALCULATIONS
D2
D3
D4
D5 GROUNDING SPECS
ROOF MOUNT INSTALLATION OF
DC PHOTOVOLTAIC SYSTEM
3.20 KW DC
3.20 KW
2.88 KW AC
EXISTING
1. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED AND IDENTIFIED UL 1703.
2. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS
3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED.
4. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER
OUTAGE.
5. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING
ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS.
6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE.
7. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE
ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED.
8 .INVERTER IS EQUIPPED W/ INTEGRATED GFCI, THUS PROVIDING GROUND FAULT PROTECTION
9. ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED
10. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT.
11. THE OUTPUT OF A UTILITY INTERACTIVE-INVERTER SHALL BE PERMITTED TO BE CONNECTED TO THE SUPPLY SIDE OF THE SERVICE DISCONNECTING
MEANS AS PER 230.82(6)
12. A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING, AC GROUNDING
AND BONDING BETWEEN AC AND DC SYSTEMS SIZED AS PER SEC 250.122
13. EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC 250-122.
14. PER ART 250.92. NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF RACEWAYS
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS
CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA FIRE CODE
ALL OTHER ORDINANCE ADOPTED BY THE
LOCAL GOVERNING AGENCIES
THE INSTALLATION OF SOLAR ARRAYS AND
PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY
WITH THE FOLLOWING CODES:
IQ COMBINER BOX DATA SHEET
1
2
6,098 SQFT 1.1 SITE PLAN
Battery Backup BB
Auto TransformerAT
Solar Edge Meter EnclosureSEM
Distribution PanelDP
Rapid Shutdown Controller RSC
Rapid Shutdown Box RSB
Itron MeterIM
UNIT INDEX
CODE REFERENCES
ECOFASTEN ROCK -IT
2"X4" @ 24" O.CFRAMING
OCCUPANCY: R
ONE STORY BUILDING
100A
125A
HANWHA 400W
Q.PEAK DUO BLK ML-G10+ 400
(don't delete this note)
D6 SURVEY PHOTO
D7 SURVEY PHOTO
10/26/2022
BLDG# 101112678 ISS. 11/22/22
ELEC# 20177890 ISS. 11/22/22
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.
2906 W Cubbon
11/23/22
1.1
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
SITE PLAN
N
0°
S
180°
E
90°
W
270°
PROPERTY LINE
SCALE
20ft 105 0
Gate
Gate
MSP
ACD
PV
IQ
W Cubbon St
Public Sidewalk
Public Sidewalk
W Mcfadden Ave
110'
110'
20'
5'
40'
30'
Driveway
10/26/2022
2906 W Cubbon
11/23/22
1
ROOF PLAN
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
N
0°
S
180°
E
90°
W
270°
SCALE
0 5 1 10ft
PHOTOVOLTAIC SYSTEM
8 Enphase Energy Microinverters
(IQ8PLUS-72-2-US)
FROM JUNCTION BOX TO ROOF EAVE EMT TYPE CONDUIT WILL RUN OVER
THE ROOF AT 1 1/2" HEIGHT, THEN UNDER THE EAVE TO PV EQUIPMENT3.20 KW DC
8 Hanwha 400W Modules (Q.PEAK DUO BLK ML-G10+ 400)
ROOF AREA CALCULATIONS
FIRE SPRINKLERS - NO
TOTAL ROOF AREA (SQ.FT.) - 2,325
NEW SOLAR AREA (SQ.FT.) - 168
EXISTING SOLAR AREA (SQ.FT.) - 486
% OF COVERED AREA - 28.1%
Gate
Gate
Existing Solar System
Existing Solar System
W Cubbon St
Solar Array 1
3 Hanwha Q.Cell 400W
3 IQ8+ Microinverters
Pitch: 24 Deg
Orientation: 95 Deg
Solar Array 2
5 Hanwha Q.Cell 400W
5 IQ8+ Microinverters
Pitch: 19 Deg
Orientation: 95 Deg
MSP
ACD
PV
IQ
36
'
'
f
i
re
s
e
t
b
a
c
k
18'
'
fire
s
e
t
b
a
c
k
18''
fire s
e
t
b
a
ck
J/B
10/26/2022
2906 W Cubbon
11/23/22
2
SINGLE LINE
DIAGRAM
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
ITEM DESCRIPTION QTY#
PV MODULE
MAIN SERVICE PANEL
MAIN SERVICE PANEL
& UTILITY METER
BUSBAR RATING
BREAKER RATING
1
ITEM DESCRIPTION QTY #
PVC JUNCTION BOX 4"x4"x2" UL LISTED WATER TIGHT NEMA TYPE 3
1
1
1
4
3
1
8
15A
7
6
M
MAIN
SERVICE
PANEL
120/240V
1P,3W
2
EXISTING
GROUNDING SYSTEM
UTILITY
2
3
INVERTER
PEAK PWR TRACKING VOLTAGE
CEC EFFICIENCY
PROTECTION RATING:
MAXIMUM INPUT CURRENT
MAXIMUM OUTPUT CURRENT
MAXIMUM INPUT POWER
MAXIMUM CONTINUOUS OUTPUT POWER
4 8
Enphase Energy Microinverters (IQ8PLUS-72-2-US)
29-45 V
97.0 %
NEMA 6
15.0 A
1.21 A
235-440 W
290 W
IQ COMBINER
INSTALL 15A PV 2-POLE C/B
INSTALL 20A PV 2-POLE C/B
0
1
8 1
15A PV 2-POLE C/B
(2)#14 AWG THWN-2 (L1+L2)
(1)#14 AWG-NEUTRAL
IQ GATEWAY
INFORMATION
ENPHASE IQ COMBINER BOX WITH ENPHASE IQ GATEWAY
120/240V, NEMA 3R MODEL# X-IQ-AM1-240-(4/4C)
60AAC DISCONNECT NON FUSED AC DISCONNECT LOCKABLE,
BLADE TYPE, NEMA 3R, 120/240V 16
17 PV LOAD CENTER PV LOAD CENTER
120/240 1P/3W 125A
EXISTING
PV SYSTEM EQUIPPED WITH RAPID
SHUTDOWN AND COMPLIANT WITH
NEC 690.12
2
1
4
Branch: (8) Modules, (8) Microinverters
(E)100A
3
100A
125A
FOR WIRE SIZE CALCULATIONS PLEASE SEE PAGE #3
INSTALL 2P
50A CB(PV) AT
OPPOSITE END
OF BUS FROM
MAIN FEEDER CB
8
HANWHA 400W
Q.PEAK DUO BLK
ML-G10+ 400
Voc = 45.30V
Vmp =37.13V
Isc = 11.14A
Imp = 10.77A
20A
4
125A
EXISTING
EXISTING SOLAR SYSTEM
(27) TSM-300DD05A. 08 (II) 300W
MODULES
EXISTING
JBOX
EXISTING
CONDUIT
EXISTING
CONDUIT
EXISTING
CONDUIT
15A
20A
EXISTING
60A AC DISCONNECT
EXISTING IQ
COMBINER BOX
35A
20A
EXISTING
CONDUIT
20A
2906 W Cubbon
11/23/22
97%
0.97
1.21
1.21
8 IQ8PLUS-72-2-US (CEC)
FROM JBOX TO IQ COMBINER BOX
FROM IQ COMBINER BOX TO PV LOAD CENTER
1 1/2''
TEMP. DERATE FACTOR (TEMP - 39 + 22 = 61C)0.58
RACEWAY HEIGHT FROM ROOF
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
3
WIRE SIZE
CALCULATIONSFROM PV MODULES TO JBOX
#12 AWG Q-CABLE, PV WIRE(2) 1
(1) #6 AWG BARE CU EGC
2
#8 AWG CU EGC,
(3)
3
(1) #8 AWG CU EGC,
MAXIMUM INVERTER OUTPUT CURRENT
WALL TEMPERATURE FACTOR
OUTPUT CALCULATIONS
PV SYSTEM MAX DC OUTPUT
PV SYSTEM MAX AC OUTPUT
1.25
0.91
(2)
(1)
8
Pmax (PTC Rating)
3/4'' EMT TYPE CONDUIT
3/4'' EMT TYPE CONDUIT
#10 AWG THWN-2
WIRE CHART WIRE CHART
1
NUMBER OF SERIES IN BRANCH CIRCUIT
BRANCH CIRCUITS
INVERTER OUTPUT MAX CURRENT
COEFFICIENT 1.25
BRANCH CIRCUIT CURRENT: 8 BREAKER SIZE PER BRANCH CRCT
20A
ADJST. FACTOR (1 thru 3 WIRES)1.0
**1.258 1.21 12.1A
ADJUSTED CONDUCTOR AMPACITY
/ / 12.1 0.58 1.0 20.9A
NUMBER OF MICROINVERTERS
3.20KW
2.88KW
MAIN SERVICE PANEL RATING
BUSBAR RATING
MAIN BREAKER
PV BACKFEED BREAKER SIZE
120% RULE:
MAX ALLOWED FEED
50A
100A
125A
150A
100A''MB'' + 50A "SOLAR" = 150A ≤ 150A MAX
WIRE CHART
QTY
CONSIDER CONTINUOUS COEFFICIENT
CONSIDER CONTINUOUS (A)1.25**8 1.21 12.1
*1.25 / 0.91*8 1.21 13.3
#10 AWG THWN-2
TEMPERATURE ADJUSTMENT (A)
8
Attention!!!!!!!
Need Calculation
(don't delete this note)
8
8
400W
* 400
371.5W
* 371.5 *
Q.PEAK DUO BLK ML-G10+ 400
8
(3)
4
(1) #8 AWG CU EGC,
WALL TEMPERATURE FACTOR
3/4'' EMT TYPE CONDUIT
MAXIMUM INVERTER OUTPUT CURRENT
CONSIDER CONTINUOUS (A)
#8 AWG THWN-2
TEMPERATURE ADJUSTMENT (A)
0.91
(N)9.68 + (E)25.92 = 35.6
44.5
48.9
35.6 * 1.25
35.6 * 1.25 / 0.91
1.25 CONSIDER CONTINUOUS COEFFICIENT
FROM PV LOAD CENTER TO MAIN SERVICE PANEL
2906 W Cubbon
11/23/22
11.14 A
CODE REQUIRED
SIGNAGE
4
PV SYSTEM
AS INDICATED
NOVEMBER 11, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
60 Hz
290 W
N/A
CAUTION
NEC 705.10(B) & NEC 690.56(B)
Permanent directory or plaque providing location of service disconnecting means and
photovoltaic system disconnecting means, if not located at the same location. (Plaques shall
be metal or plastic, with engraved or machine printed letters, or electro-photo plating, in a
contrasting color to the plaque. Plaques shall be permanently attached to the equipmenq or in the
required location using an approved method that is suitable to withstand the environment to which it
is exposed. Plaques and signage shall meet legibility, defacemet, exposure and adhesion
requirements of Underwriters Laboratories marking and labeling system 969(UL969).
Plaques will have red background & white lettering.
N
0°
S
180°
E
90°
W
270°
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
JB
B
O
X
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
DC
D
i
s
c
o
n
n
e
c
t
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES
ARE EXPOSED TO SUNLIGHT NEC 690.53
NEC 690.13(B)
In
v
e
r
t
e
r
/
P
V
L
o
a
d
WARNING
THE DISCONNECTION OF THE
GROUNDING CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
NEC 690.31(I)
NEC 690.54
AC
D
i
s
c
o
n
n
e
c
t
NEC 690.54
NEC 690.52
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
PM
M
E
T
E
R
NEC 705.12(D)(3) & NEC 690.59
Ma
i
n
/
S
u
b
P
a
n
e
l
NEC 690.54
NEC 690.13 (F), NEC 705.12(B)(3-4) & NEC 690.59
NEC 705.12(D)(3) & NEC 690.59
NEC 690.15 (C) & NEC 690.33(E)(2)
NEC 690.13(B)
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTIWIRE BRANCH CIRCUIT
NEC 710.15(C) & 692.9 (C)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
NEC 705.12 (B)(2)(c)
LABELING REQUIREMENTS FOR ARTICLE 690
NEC 690.13(B) Each PV system disconnecting means shall plainly indicate whether
in the open (off) or closed (on) position and be permanently marked “PV SYSTEM
DISCONNECT” or equivalent. Additional markings shall be permitted based upon
the specific system configuration. For PV system disconnecting means where the
line and load terminals may be energized in the open position, the device shall be
marked with the following words or equivalent.
NEC 690.13(F) Type of Disconnect. A dc PV system disconnecting means shall be
marked for use in PV systems or be suitable for backfeed operation.
NEC 690.15(C) An isolating device shall be rated to open the maximum circuit
current under load or be marked “Do Not Disconnect Under Load” or “Not for
Current Interrupting.”
NEC 690.31(B)(1) PV system circuit conductors shall be identified at all accessible
points of termination, connection and splices. The means of identification shall be
permitted by separate color coding, marking tape, tagging or other approved means.
NEC 690.31(G)(1) Where circuits are embedded in build up, laminate or membrane
roofing materials not covered by PV modules and associated equipment, the location
of the circuits shall be clearly marked.
NEC 690.31(G)(4) PV dc system circuit labels shall appear on every section of the wiring
system that is separated by enclosures, walls, partitions, ceilings, or floors. Spacing between
labels or markings, or between a label and a marking, shall not be more than 3 m (10 ft).
Labels required in this section shall be suitable for the environment where they are installed.
NEC 690.31(I) Solidly-grounded bipolar PV systems shall be clearly marked with a permanent,
legible warning notice indicating that the disconnection of the grounded conductor(s) may
result in overvoltage on the equipment.
NEC 690.33(E)(2) Interruption of Circuit. Connectors shall be a type that requires the use of a
tool to open and marked “Do Not Disconnect Under Load” or “Not for Current Interrupting.”
NEC 690.52 Alternating-current modules shall be marked with identification of terminals or
leads and with identification of the following ratings.
NEC 690.53A permanent label for the dc PV power source indicating items (1) through (3)
shall be provided by the installer at dc PV system disconnecting means and at each dc
equipment disconnecting means required by 690.15. Where a disconnecting means has more
than one dc PV power source, the values in 690.53 (1) through (3) shall be specified for each
source.
NEC 690.54 All interactive system(s) points of interconnection with other
sources shall be marked as an accessible location at the disconnecting
means as a power source and with the rated ac output current and the
nominal operating ac voltage.
NEC 690.55 The PV system output circuit conductors shall be marked to
indicate polarity where connected to energy storage systems.
NEC 690.56(B)Plaques or directories shall be installed in accordance with
705.10.
NEC 690.56(C)(3) A rapid shutdown switch shall have a label located on
or no more than 1 meter (3 ft) from the switch that includes the following
wording.
NEC 690.56(C)(1)(a-b) The type of PV system shall be labeled as described
in a) or b):
NEC 690.59 PV systems connected to other sources shall be installed in
accordance with Parts I and II of Article 705.
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH ON THE
"OFF" POSITION TO
SHUTDOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN ARRAY
IFC 605.11.3.1(1) & 690.56(C)(1)(a)
NEC 690.56(C)(3)
NEC 690.31(G)(3)(4)
NEC 690.31(G)(1)CO
N
D
U
I
T
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER
OR DC-TO-DC CONVERTER
(IF INSTALLED)
DC DISCONNECT
PHOTOVOLTAIC
WARNING WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT NOMINAL OPERATING AC VOLTAGE
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC POWER
MAXIMUM AC CURRENT
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT WARNING
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
WARNING
POWER SOURCE OUTPUT
CONNECTION. DO NOT
RELOCATE THIS
OVERCURRENT DEVICE.
WARNING
DO NOT DISCONNECT
UNDER LOAD
RAPID SHUT DOWN SWITCH
FOR SOLAR PV SYSTEM
WARNING: PHOTOVOLTAIC
POWER SOURCE
WARNING
PHOTOVOLTAIC POWER SOURCE
DO NOT REMOVE UNLESS REPLACED IN EXACT LOCATION - PV POWER CIRCUIT DIRECTLY BELOW
WARNING
FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY
AND CONDUCTORS LEAVING THE ARRAY: SIGH TO
BE LOCATED ON OR NO MORE THAN 3 FT AWAY
FROM SERVICE DISCONNECTING MEANS TO WHICH
THE PV SYSTEMS ARE CONNECTED AND SHALL
INDICATE THE LOCATION OF ALL IDENTIFIED RAPID
SHUTDOWN SWITCHES IF NOT AT THE SAME
LOCATION. [CEC 690.56(C)(1)(A)]
50.7 V
240 Vac
240 Vac
240 Vac
240 Vac
NEC 690.13(B)
AC DISCONNECT
PHOTOVOLTAIC
40 A
9.68 A
9.68 A
9.68 A
9.68 A
PV DISCONNECT
MAIN PANEL
W Cubbon St
2906 W Cubbon
11/23/22
11.14 A
CODE REQUIRED
SIGNAGE
4
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
60 Hz
290 W
N/A
CAUTION
NEC 705.10(B) & NEC 690.56(B)
Permanent directory or plaque providing location of service disconnecting means and
photovoltaic system disconnecting means, if not located at the same location. (Plaques shall
be metal or plastic, with engraved or machine printed letters, or electro-photo plating, in a
contrasting color to the plaque. Plaques shall be permanently attached to the equipmenq or in the
required location using an approved method that is suitable to withstand the environment to which it
is exposed. Plaques and signage shall meet legibility, defacemet, exposure and adhesion
requirements of Underwriters Laboratories marking and labeling system 969(UL969).
Plaques will have red background & white lettering.
N
0°
S
180°
E
90°
W
270°
CONTACT EXO ENERGY SOLAR (888) 463-9667
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
JB
B
O
X
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
DC
D
i
s
c
o
n
n
e
c
t
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES
ARE EXPOSED TO SUNLIGHT NEC 690.53
NEC 690.13(B)
In
v
e
r
t
e
r
/
P
V
L
o
a
d
WARNING
THE DISCONNECTION OF THE
GROUNDING CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
NEC 690.31(I)
NEC 690.54
AC
D
i
s
c
o
n
n
e
c
t
NEC 690.54
NEC 690.52
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
PM
M
E
T
E
R
NEC 705.12(D)(3) & NEC 690.59
Ma
i
n
/
S
u
b
P
a
n
e
l
NEC 690.54
NEC 690.13 (F), NEC 705.12(B)(3-4) & NEC 690.59
NEC 705.12(D)(3) & NEC 690.59
NEC 690.15 (C) & NEC 690.33(E)(2)
NEC 690.13(B)
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTIWIRE BRANCH CIRCUIT
NEC 710.15(C) & 692.9 (C)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
NEC 705.12 (B)(2)(c)
LABELING REQUIREMENTS FOR ARTICLE 690
NEC 690.13(B) Each PV system disconnecting means shall plainly indicate whether
in the open (off) or closed (on) position and be permanently marked “PV SYSTEM
DISCONNECT” or equivalent. Additional markings shall be permitted based upon
the specific system configuration. For PV system disconnecting means where the
line and load terminals may be energized in the open position, the device shall be
marked with the following words or equivalent.
NEC 690.13(F) Type of Disconnect. A dc PV system disconnecting means shall be
marked for use in PV systems or be suitable for backfeed operation.
NEC 690.15(C) An isolating device shall be rated to open the maximum circuit
current under load or be marked “Do Not Disconnect Under Load” or “Not for
Current Interrupting.”
NEC 690.31(B)(1) PV system circuit conductors shall be identified at all accessible
points of termination, connection and splices. The means of identification shall be
permitted by separate color coding, marking tape, tagging or other approved means.
NEC 690.31(G)(1) Where circuits are embedded in build up, laminate or membrane
roofing materials not covered by PV modules and associated equipment, the location
of the circuits shall be clearly marked.
NEC 690.31(G)(4) PV dc system circuit labels shall appear on every section of the wiring
system that is separated by enclosures, walls, partitions, ceilings, or floors. Spacing between
labels or markings, or between a label and a marking, shall not be more than 3 m (10 ft).
Labels required in this section shall be suitable for the environment where they are installed.
NEC 690.31(I) Solidly-grounded bipolar PV systems shall be clearly marked with a permanent,
legible warning notice indicating that the disconnection of the grounded conductor(s) may
result in overvoltage on the equipment.
NEC 690.33(E)(2) Interruption of Circuit. Connectors shall be a type that requires the use of a
tool to open and marked “Do Not Disconnect Under Load” or “Not for Current Interrupting.”
NEC 690.52 Alternating-current modules shall be marked with identification of terminals or
leads and with identification of the following ratings.
NEC 690.53A permanent label for the dc PV power source indicating items (1) through (3)
shall be provided by the installer at dc PV system disconnecting means and at each dc
equipment disconnecting means required by 690.15. Where a disconnecting means has more
than one dc PV power source, the values in 690.53 (1) through (3) shall be specified for each
source.
NEC 690.54 All interactive system(s) points of interconnection with other
sources shall be marked as an accessible location at the disconnecting
means as a power source and with the rated ac output current and the
nominal operating ac voltage.
NEC 690.55 The PV system output circuit conductors shall be marked to
indicate polarity where connected to energy storage systems.
NEC 690.56(B)Plaques or directories shall be installed in accordance with
705.10.
NEC 690.56(C)(3) A rapid shutdown switch shall have a label located on
or no more than 1 meter (3 ft) from the switch that includes the following
wording.
NEC 690.56(C)(1)(a-b) The type of PV system shall be labeled as described
in a) or b):
NEC 690.59 PV systems connected to other sources shall be installed in
accordance with Parts I and II of Article 705.
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH ON THE
"OFF" POSITION TO
SHUTDOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN ARRAY
IFC 605.11.3.1(1) & 690.56(C)(1)(a)
NEC 690.56(C)(3)
NEC 690.31(G)(3)(4)
NEC 690.31(G)(1)CO
N
D
U
I
T
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER
OR DC-TO-DC CONVERTER
(IF INSTALLED)
DC DISCONNECT
PHOTOVOLTAIC
WARNING WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT NOMINAL OPERATING AC VOLTAGE
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC POWER
MAXIMUM AC CURRENT
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT WARNING
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
WARNING
POWER SOURCE OUTPUT
CONNECTION. DO NOT
RELOCATE THIS
OVERCURRENT DEVICE.
WARNING
DO NOT DISCONNECT
UNDER LOAD
RAPID SHUT DOWN SWITCH
FOR SOLAR PV SYSTEM
WARNING: PHOTOVOLTAIC
POWER SOURCE
WARNING
PHOTOVOLTAIC POWER SOURCE
DO NOT REMOVE UNLESS REPLACED IN EXACT LOCATION - PV POWER CIRCUIT DIRECTLY BELOW
WARNING
FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY
AND CONDUCTORS LEAVING THE ARRAY: SIGH TO
BE LOCATED ON OR NO MORE THAN 3 FT AWAY
FROM SERVICE DISCONNECTING MEANS TO WHICH
THE PV SYSTEMS ARE CONNECTED AND SHALL
INDICATE THE LOCATION OF ALL IDENTIFIED RAPID
SHUTDOWN SWITCHES IF NOT AT THE SAME
LOCATION. [CEC 690.56(C)(1)(A)]
50.7 V
240 Vac
240 Vac
240 Vac
240 Vac
NEC 690.13(B)
AC DISCONNECT
PHOTOVOLTAIC
40 A
9.68 A
9.68 A
9.68 A
9.68 A
IQ COMBINER BOX
PV LOAD CENTER
PV SYSTEM
DISCONNECT
FOR UTILITY
OPERATION
SOLAR ARRAY
ON THE ROOF
SERVICE POINT &
UTILITY METERING
W Cubbon St
2906 W Cubbon
11/23/22
ATTACHMENT
LAYOUT
5
PV SYSTEM
AS INDICATED
AUGUST 03, 2022
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
STRUCTURAL STAMPROOF
PITCH
ROOFING
TYPE
ATTACHMENT
TYPE
FRAMING
TYPE
FRAMING
SIZE
PENETRATION
PATTERN
19°
RACKING
TYPE
MAX
PENETRATION
SPACING
ROOFING
LAYERS
WIND SPEED 110 MPH EXPOSURE C
LAG BOLTS MOUNTS AND MOUNTING HARDWARE WILL BE
SEALED WITH CHEM LINK SEALANT OR EQUIVALENT.
MODULE WEIGHT (LBS)
# OF MODULES
TOTAL MODULE WEIGHT (LBS)
RACK WEIGHT (LBS)
TOTAL SYSTEM WEIGHT (LBS)
# OF STANDOFFS
LOADING PER STANDOFF (LBS)
TOTAL MODULE AREA (SQ.FT.)
LOADING (PSF)
WEIGHT LOAD CALCULATION INDEX
ROOF SHEATHED WITH 1/2" PLYWOOD AND UPPER
SURFACE IS FACED WITH FELT PAPER
TOTAL ROOF AREA (Sq. FT)
% OF COVERED AREA NEW SYSTEM
PV MODULE MODEL #
MICROINVERTER WEIGHT (LBS)
8
Roof 1 1 Layer Comp Shingle EcoFasten Truss Staggered 48"2"X4" @ 24" O.C Ecofasten Rock -it
5/16" X 3.0"
ROCK-IT PEDESTAL
GF-1 FLASHING
LAG SCREW & 5/16" EPDM BONDED WASHER
SHEATHING
EPDM WASHER
5/16" EPDM BONDED 304 18.8 SS WASHER ROCK-IT SLDCOMP BLK
B-FL-SS-0.313-18X0.375
ROCK-IT MOUNT V3 BLK
MIN 2.5" EMBEDMENT
ROOF FRAMING
ROCK-IT MOUNT
ROCK-IT COUPLING
2''X6'' Blocking
SOLAR MODULE
ROOF 1/2
ASCE 7-16
Max 3.5''
48.5
Q.PEAK DUO BLK ML-G10+ 400
30
168
2325
388
49
19
456
15.2
2.71
7.2
24° Roof 2 1 Layer Comp Shingle EcoFasten Truss Staggered 48"2"X4" @ 24" O.C Ecofasten Rock -it
Roof 1
Roof 2
48''
24''
10/26/2022
2906 W Cubbon
11/23/22
D1
MODULE
DATA SHEET
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
2906 W Cubbon -
2017860202/23/23
INVERTER
DATA SHEET
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D2
2906 W Cubbon -
2017860202/23/23
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
IQ COMBINER
BOX DATA SHEET
D3
2906 W Cubbon -
2017860202/23/23
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D4
RACKING
DATA SHEET
2906 W Cubbon -
2017860202/23/23
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D5
GROUNDING
SPECS
2906 W Cubbon -
2017860202/23/23
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D6
SURVEY
PHOTO
2906 W Cubbon -
2017860202/23/23
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
D7
SURVEY
PHOTO
2906 W Cubbon -
2017860202/23/23
1.1
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
SITE PLAN
N
0°
S
180°
E
90°
W
270°
PROPERTY LINE
SCALE
20ft 105 0
Gate
Gate
MSP
W Cubbon St
Public Sidewalk
Public Sidewalk
W Mcfadden Ave
110'
110'
18'
36'
Driveway
ACD
PV
IQ
33'
50'
Signed 1/27/2023
ELEC# 20178602 ISS. 02/14/2022
Revision to #20177890 Issued on
11/22/2022
P/C'd by M. Smith
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.
2906 W Cubbon -
2017860202/23/23
1
ROOF PLAN
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
N
0°
S
180°
E
90°
W
270°
SCALE
0 5 1 10ft
PHOTOVOLTAIC SYSTEM
8 Enphase Energy Microinverters
(IQ8PLUS-72-2-US)
FROM JUNCTION BOX TO ROOF EAVE EMT TYPE CONDUIT WILL RUN OVER
THE ROOF AT 1 1/2" HEIGHT, THEN UNDER THE EAVE TO PV EQUIPMENT3.20 KW DC
8 Hanwha 400W Modules (Q.PEAK DUO BLK ML-G10+ 400)
ROOF AREA CALCULATIONS
FIRE SPRINKLERS - NO
TOTAL ROOF AREA (SQ.FT.) - 2,325
NEW SOLAR AREA (SQ.FT.) - 168
EXISTING SOLAR AREA (SQ.FT.) - 486
% OF COVERED AREA - 28.1%
Gate
Gate
Existing Solar System
Existing Solar System
W Cubbon St
Solar Array
8 Hanwha Q.Cell 400W
8 IQ8+ Microinverters
Pitch: 21 Deg
Orientation: 95 Deg
MSP
ACD
PV
IQ
18
'
'
f
i
re
s
e
t
b
a
c
k
18''
f
i
re s
etba
c
k
J/B
Signed 1/27/2023
2906 W Cubbon -
2017860202/23/23
2
SINGLE LINE
DIAGRAM
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
ITEM DESCRIPTION QTY#
PV MODULE
MAIN SERVICE PANEL
MAIN SERVICE PANEL
& UTILITY METER
BUSBAR RATING
BREAKER RATING
1
ITEM DESCRIPTION QTY #
PVC JUNCTION BOX 4"x4"x2" UL LISTED WATER TIGHT NEMA TYPE 3
1
1
1
4
3
1
8
15A
7
6
M
MAIN
SERVICE
PANEL
120/240V
1P,3W
2
EXISTING
GROUNDING SYSTEM
UTILITY
2
3
INVERTER
PEAK PWR TRACKING VOLTAGE
CEC EFFICIENCY
PROTECTION RATING:
MAXIMUM INPUT CURRENT
MAXIMUM OUTPUT CURRENT
MAXIMUM INPUT POWER
MAXIMUM CONTINUOUS OUTPUT POWER
4 8
Enphase Energy Microinverters (IQ8PLUS-72-2-US)
29-45 V
97.0 %
NEMA 6
15.0 A
1.21 A
235-440 W
290 W
IQ COMBINER
INSTALL 15A PV 2-POLE C/B
INSTALL 20A PV 2-POLE C/B
0
1
8 1
15A PV 2-POLE C/B
(2)#14 AWG THWN-2 (L1+L2)
(1)#14 AWG-NEUTRAL
IQ GATEWAY
INFORMATION
ENPHASE IQ COMBINER BOX WITH ENPHASE IQ GATEWAY
120/240V, NEMA 3R MODEL# X-IQ-AM1-240-(4/4C)
60AAC DISCONNECT NON FUSED AC DISCONNECT LOCKABLE,
BLADE TYPE, NEMA 3R, 120/240V 16
17 PV LOAD CENTER PV LOAD CENTER
120/240 1P/3W 125A
EXISTING
PV SYSTEM EQUIPPED WITH RAPID
SHUTDOWN AND COMPLIANT WITH
NEC 690.12
2
1
4
Branch: (8) Modules, (8) Microinverters
(E)100A
3
100A
125A
FOR WIRE SIZE CALCULATIONS PLEASE SEE PAGE #3
INSTALL 2P
50A CB(PV) AT
OPPOSITE END
OF BUS FROM
MAIN FEEDER CB
8
HANWHA 400W
Q.PEAK DUO BLK
ML-G10+ 400
Voc = 45.30V
Vmp =37.13V
Isc = 11.14A
Imp = 10.77A
20A
4
125A
EXISTING
EXISTING SOLAR SYSTEM
(27) TSM-300DD05A. 08 (II) 300W
MODULES
EXISTING
JBOX
EXISTING
CONDUIT
EXISTING
CONDUIT
EXISTING
CONDUIT
15A
20A
EXISTING
60A AC DISCONNECT
EXISTING IQ
COMBINER BOX
35A
20A
EXISTING
CONDUIT
20A
2906 W Cubbon -
2017860202/23/23
97%
0.97
1.21
1.21
8 IQ8PLUS-72-2-US (CEC)
FROM JBOX TO IQ COMBINER BOX
FROM IQ COMBINER BOX TO PV LOAD CENTER
1 1/2''
TEMP. DERATE FACTOR (TEMP - 39 + 22 = 61C)0.58
RACEWAY HEIGHT FROM ROOF
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
3
WIRE SIZE
CALCULATIONSFROM PV MODULES TO JBOX
#12 AWG Q-CABLE, PV WIRE(2) 1
(1) #6 AWG BARE CU EGC
2
#8 AWG CU EGC,
(3)
3
(1) #8 AWG CU EGC,
MAXIMUM INVERTER OUTPUT CURRENT
WALL TEMPERATURE FACTOR
OUTPUT CALCULATIONS
PV SYSTEM MAX DC OUTPUT
PV SYSTEM MAX AC OUTPUT
1.25
0.91
(2)
(1)
8
Pmax (PTC Rating)
3/4'' EMT TYPE CONDUIT
3/4'' EMT TYPE CONDUIT
#10 AWG THWN-2
WIRE CHART WIRE CHART
1
NUMBER OF SERIES IN BRANCH CIRCUIT
BRANCH CIRCUITS
INVERTER OUTPUT MAX CURRENT
COEFFICIENT 1.25
BRANCH CIRCUIT CURRENT: 8 BREAKER SIZE PER BRANCH CRCT
20A
ADJST. FACTOR (1 thru 3 WIRES)1.0
**1.258 1.21 12.1A
ADJUSTED CONDUCTOR AMPACITY
/ / 12.1 0.58 1.0 20.9A
NUMBER OF MICROINVERTERS
3.20KW
2.88KW
MAIN SERVICE PANEL RATING
BUSBAR RATING
MAIN BREAKER
PV BACKFEED BREAKER SIZE
120% RULE:
MAX ALLOWED FEED
50A
100A
125A
150A
100A''MB'' + 50A "SOLAR" = 150A ≤ 150A MAX
WIRE CHART
QTY
CONSIDER CONTINUOUS COEFFICIENT
CONSIDER CONTINUOUS (A)1.25**8 1.21 12.1
*1.25 / 0.91*8 1.21 13.3
#10 AWG THWN-2
TEMPERATURE ADJUSTMENT (A)
8
Attention!!!!!!!
Need Calculation
(don't delete this note)
8
8
400W
* 400
371.5W
* 371.5 *
Q.PEAK DUO BLK ML-G10+ 400
8
(3)
4
(1) #8 AWG CU EGC,
WALL TEMPERATURE FACTOR
3/4'' EMT TYPE CONDUIT
MAXIMUM INVERTER OUTPUT CURRENT
CONSIDER CONTINUOUS (A)
#8 AWG THWN-2
TEMPERATURE ADJUSTMENT (A)
0.91
(N)9.68 + (E)25.92 = 35.6
44.5
48.9
35.6 * 1.25
35.6 * 1.25 / 0.91
1.25 CONSIDER CONTINUOUS COEFFICIENT
FROM PV LOAD CENTER TO MAIN SERVICE PANEL
2906 W Cubbon -
2017860202/23/23
11.14 A
CODE REQUIRED
SIGNAGE
4
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
60 Hz
290 W
N/A
CAUTION
NEC 705.10(B) & NEC 690.56(B)
Permanent directory or plaque providing location of service disconnecting means and
photovoltaic system disconnecting means, if not located at the same location. (Plaques shall
be metal or plastic, with engraved or machine printed letters, or electro-photo plating, in a
contrasting color to the plaque. Plaques shall be permanently attached to the equipmenq or in the
required location using an approved method that is suitable to withstand the environment to which it
is exposed. Plaques and signage shall meet legibility, defacemet, exposure and adhesion
requirements of Underwriters Laboratories marking and labeling system 969(UL969).
Plaques will have red background & white lettering.
N
0°
S
180°
E
90°
W
270°
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
JB
B
O
X
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
DC
D
i
s
c
o
n
n
e
c
t
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES
ARE EXPOSED TO SUNLIGHT NEC 690.53
NEC 690.13(B)
In
v
e
r
t
e
r
/
P
V
L
o
a
d
WARNING
THE DISCONNECTION OF THE
GROUNDING CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
NEC 690.31(I)
NEC 690.54
AC
D
i
s
c
o
n
n
e
c
t
NEC 690.54
NEC 690.52
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
PM
M
E
T
E
R
NEC 705.12(D)(3) & NEC 690.59
Ma
i
n
/
S
u
b
P
a
n
e
l
NEC 690.54
NEC 690.13 (F), NEC 705.12(B)(3-4) & NEC 690.59
NEC 705.12(D)(3) & NEC 690.59
NEC 690.15 (C) & NEC 690.33(E)(2)
NEC 690.13(B)
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTIWIRE BRANCH CIRCUIT
NEC 710.15(C) & 692.9 (C)
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
NEC 110.27(C) & OSHA 1910.145(f)(7)
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
NEC 690.13(B)
NEC 705.12 (B)(2)(c)
LABELING REQUIREMENTS FOR ARTICLE 690
NEC 690.13(B) Each PV system disconnecting means shall plainly indicate whether
in the open (off) or closed (on) position and be permanently marked “PV SYSTEM
DISCONNECT” or equivalent. Additional markings shall be permitted based upon
the specific system configuration. For PV system disconnecting means where the
line and load terminals may be energized in the open position, the device shall be
marked with the following words or equivalent.
NEC 690.13(F) Type of Disconnect. A dc PV system disconnecting means shall be
marked for use in PV systems or be suitable for backfeed operation.
NEC 690.15(C) An isolating device shall be rated to open the maximum circuit
current under load or be marked “Do Not Disconnect Under Load” or “Not for
Current Interrupting.”
NEC 690.31(B)(1) PV system circuit conductors shall be identified at all accessible
points of termination, connection and splices. The means of identification shall be
permitted by separate color coding, marking tape, tagging or other approved means.
NEC 690.31(G)(1) Where circuits are embedded in build up, laminate or membrane
roofing materials not covered by PV modules and associated equipment, the location
of the circuits shall be clearly marked.
NEC 690.31(G)(4) PV dc system circuit labels shall appear on every section of the wiring
system that is separated by enclosures, walls, partitions, ceilings, or floors. Spacing between
labels or markings, or between a label and a marking, shall not be more than 3 m (10 ft).
Labels required in this section shall be suitable for the environment where they are installed.
NEC 690.31(I) Solidly-grounded bipolar PV systems shall be clearly marked with a permanent,
legible warning notice indicating that the disconnection of the grounded conductor(s) may
result in overvoltage on the equipment.
NEC 690.33(E)(2) Interruption of Circuit. Connectors shall be a type that requires the use of a
tool to open and marked “Do Not Disconnect Under Load” or “Not for Current Interrupting.”
NEC 690.52 Alternating-current modules shall be marked with identification of terminals or
leads and with identification of the following ratings.
NEC 690.53A permanent label for the dc PV power source indicating items (1) through (3)
shall be provided by the installer at dc PV system disconnecting means and at each dc
equipment disconnecting means required by 690.15. Where a disconnecting means has more
than one dc PV power source, the values in 690.53 (1) through (3) shall be specified for each
source.
NEC 690.54 All interactive system(s) points of interconnection with other
sources shall be marked as an accessible location at the disconnecting
means as a power source and with the rated ac output current and the
nominal operating ac voltage.
NEC 690.55 The PV system output circuit conductors shall be marked to
indicate polarity where connected to energy storage systems.
NEC 690.56(B)Plaques or directories shall be installed in accordance with
705.10.
NEC 690.56(C)(3) A rapid shutdown switch shall have a label located on
or no more than 1 meter (3 ft) from the switch that includes the following
wording.
NEC 690.56(C)(1)(a-b) The type of PV system shall be labeled as described
in a) or b):
NEC 690.59 PV systems connected to other sources shall be installed in
accordance with Parts I and II of Article 705.
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH ON THE
"OFF" POSITION TO
SHUTDOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN ARRAY
IFC 605.11.3.1(1) & 690.56(C)(1)(a)
NEC 690.56(C)(3)
NEC 690.31(G)(3)(4)
NEC 690.31(G)(1)CO
N
D
U
I
T
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER
OR DC-TO-DC CONVERTER
(IF INSTALLED)
DC DISCONNECT
PHOTOVOLTAIC
WARNING WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT NOMINAL OPERATING AC VOLTAGE
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC POWER
MAXIMUM AC CURRENT
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
PHOTOVOLTAIC AC DISCONNECT WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT WARNING
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
WARNING
POWER SOURCE OUTPUT
CONNECTION. DO NOT
RELOCATE THIS
OVERCURRENT DEVICE.
WARNING
DO NOT DISCONNECT
UNDER LOAD
RAPID SHUT DOWN SWITCH
FOR SOLAR PV SYSTEM
WARNING: PHOTOVOLTAIC
POWER SOURCE
WARNING
PHOTOVOLTAIC POWER SOURCE
DO NOT REMOVE UNLESS REPLACED IN EXACT LOCATION - PV POWER CIRCUIT DIRECTLY BELOW
WARNING
FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY
AND CONDUCTORS LEAVING THE ARRAY: SIGH TO
BE LOCATED ON OR NO MORE THAN 3 FT AWAY
FROM SERVICE DISCONNECTING MEANS TO WHICH
THE PV SYSTEMS ARE CONNECTED AND SHALL
INDICATE THE LOCATION OF ALL IDENTIFIED RAPID
SHUTDOWN SWITCHES IF NOT AT THE SAME
LOCATION. [CEC 690.56(C)(1)(A)]
50.7 V
240 Vac
240 Vac
240 Vac
240 Vac
NEC 690.13(B)
AC DISCONNECT
PHOTOVOLTAIC
40 A
9.68 A
9.68 A
9.68 A
9.68 A
PV DISCONNECT
MAIN PANEL
W Cubbon St
2906 W Cubbon -
2017860202/23/23
ATTACHMENT
LAYOUT
5
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
STRUCTURAL STAMPROOF
PITCH
ROOFING
TYPE
ATTACHMENT
TYPE
FRAMING
TYPE
FRAMING
SIZE
PENETRATION
PATTERN
21°
RACKING
TYPE
MAX
PENETRATION
SPACING
ROOFING
LAYERS
WIND SPEED EXPOSURE C
LAG BOLTS MOUNTS AND MOUNTING HARDWARE WILL BE
SEALED WITH CHEM LINK SEALANT OR EQUIVALENT.
MODULE WEIGHT (LBS)
# OF MODULES
TOTAL MODULE WEIGHT (LBS)
RACK WEIGHT (LBS)
TOTAL SYSTEM WEIGHT (LBS)
# OF STANDOFFS
LOADING PER STANDOFF (LBS)
TOTAL MODULE AREA (SQ.FT.)
LOADING (PSF)
WEIGHT LOAD CALCULATION INDEX
ROOF SHEATHED WITH 1/2" PLYWOOD AND UPPER
SURFACE IS FACED WITH FELT PAPER
TOTAL ROOF AREA (Sq. FT)
% OF COVERED AREA NEW SYSTEM
PV MODULE MODEL #
MICROINVERTER WEIGHT (LBS)
8
Roof 1 Layer Comp Shingle EcoFasten Truss Staggered 48"2"X4" @ 24" O.C Ecofasten Rock -it
5/16" X 3.0"
ROCK-IT PEDESTAL
GF-1 FLASHING
LAG SCREW & 5/16" EPDM BONDED WASHER
SHEATHING
EPDM WASHER
5/16" EPDM BONDED 304 18.8 SS WASHER ROCK-IT SLDCOMP BLK
B-FL-SS-0.313-18X0.375
ROCK-IT MOUNT V3 BLK
MIN 2.5" EMBEDMENT
ROOF FRAMING
ROCK-IT MOUNT
ROCK-IT COUPLING
2''X6'' Blocking
SOLAR MODULE
ROOF
ASCE 7-16
Max 3.5''
48.5
Q.PEAK DUO BLK ML-G10+ 400
18
168
2325
388
33
19
440
24.4
2.62
7.2 48''
24''
95 MPH Signed 1/27/2023
2906 W Cubbon -
2017860202/23/23
0
PV SYSTEM
AS INDICATED
JANUARY 26, 2023
HUAN VUONG
2906 W CUBBON ST
SANTA ANA, CA 92704
Current Insight, LLC
2852 W. Amini Way
South Jordan, UT
84095
EXO ENERGY
Address:
1247 Simpson Way
Escondido, CA 92029
Phone Number:
208-351-4153
CSLB:#1063308
Drafted By:
CONTRACTOR
COVER PAGE
1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE
COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY
2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED
3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED
4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER.
5.CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING
COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED.
6.THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY
AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREAKER IS OVER THE BUSS SIZE 20% LIMIT, CONTRACTOR SHALL
INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY.
7. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE
COORDINATED WITH OTHER TRADES.
8. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS
RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT.
9. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE
WIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE.
10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE
SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS.
OWNER
SCOPE
PROJECT
ADDRESS
PROJECT DATA GENERAL NOTES VICINITY MAP
SHEET INDEX
0 COVER PAGE
PHOTOVOLTAIC NOTES
SATELLITE VIEW
BUILDING
INFORMATION:
SINGLE LINE DIAGRAM
CODE REQUIRED SIGNAGE
3
4
ATTACHMENT LAYOUT5
INVERTER DATA SHEET
D1 MODULE DATA SHEET
RACKING DATA SHEET
ELECTRICAL
INFORMATION
MAIN SERVICE PANEL
BUSBAR RATING
MAIN SERVICE
BREAKER RATING
1ɸ, 3W, 120/240V
ROOF PLAN
RACKING
INFORMATION
Main Service Panel
Solar Module
Micro Inverter /
Optimizer
EMT / FMT / PVC
/ RMC type conduit/
Romex NM Cable/
FNMT (Fluid non-metalic tube)
36'' SetbackInverter
Utility Meter
Production Meter
PV Load Center
IQ Combiner Box
Junction Box
Sunpower PV Supervisor
18'' Setback
EV Outlet
CONSTRUCTION TYPE: V-B
ROOF
TYPE
AHJ
APN
LOT AREA
LIVING AREA
MSP
UM
PM
INV
PV
PVS6
IQ
J/B
EV
HUAN VUONG
8
8 ENPHASE
IQ8PLUS-72-2-US
2906 W CUBBON ST
SANTA ANA, CA 92704
AC DisconnectACD
SSP Service Sub Panel
COMPOSITION SHINGLE
1,448 SQFT
10974415
CITY OF SANTA ANA
WIRE SIZE CALCULATIONS
D2
D3
D4
D5 GROUNDING SPECS
ROOF MOUNT INSTALLATION OF
DC PHOTOVOLTAIC SYSTEM
3.20 KW DC
3.20 KW
2.88 KW AC
EXISTING
1. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED AND IDENTIFIED UL 1703.
2. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS
3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED.
4. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER
OUTAGE.
5. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING
ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS.
6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE.
7. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE
ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED.
8 .INVERTER IS EQUIPPED W/ INTEGRATED GFCI, THUS PROVIDING GROUND FAULT PROTECTION
9. ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED
10. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT.
11. THE OUTPUT OF A UTILITY INTERACTIVE-INVERTER SHALL BE PERMITTED TO BE CONNECTED TO THE SUPPLY SIDE OF THE SERVICE DISCONNECTING
MEANS AS PER 230.82(6)
12. A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING, AC GROUNDING
AND BONDING BETWEEN AC AND DC SYSTEMS SIZED AS PER SEC 250.122
13. EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC 250-122.
14. PER ART 250.92. NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF RACEWAYS
ALL OTHER ORDINANCE ADOPTED BY THE
LOCAL GOVERNING AGENCIES
THE INSTALLATION OF SOLAR ARRAYS AND
PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY
WITH THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA HISTORICAL CODE
2022 CALIFORNIA EXISTING BUILDING CODE
2022 CALIFORNIA REFERENCED STANDARDS CODE
2022 CALIFORNIA ADMINISTRATIVE STANDARDS CODE
IQ COMBINER BOX DATA SHEET
1
2
6,098 SQFT 1.1 SITE PLAN
Battery Backup BB
Auto TransformerAT
Solar Edge Meter EnclosureSEM
Distribution PanelDP
Rapid Shutdown Controller RSC
Rapid Shutdown Box RSB
Itron MeterIM
UNIT INDEX
CODE REFERENCES
ECOFASTEN ROCK -IT
2"X4" @ 24" O.CFRAMING
OCCUPANCY: R
ONE STORY BUILDING
100A
125A
HANWHA 400W
Q.PEAK DUO BLK ML-G10+ 400
(don't delete this note)
D6 SURVEY PHOTO
D7 SURVEY PHOTO
REVISION SCOPE
· All unnecessary text has been removed from the placard. (Page 4)
· The wording of placard markings has been simplified. (Page 4)
1. The revision scope has been added to the plans. (Page 0)
2. The revised pages/portions have been clouded (Pages 0, 4)
· The code references have been updated. (Page 0)
Signed 1/27/2023
2906 W Cubbon -
2017860202/23/23
76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Coleman D. Larsen, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
October 26, 2022
Current Insight
2852 W. Amini Way
South Jordan, UT 84095
Re: Engineering Services
Vuong Residence
2906 West Cubbon Street, Santa Ana CA
3.200 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system .
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing: Prefabricated wood trusses at 24” on center. All truss members are
constructed of 2x4 dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof Slope: 19 & 24 degrees
Attic Access: Accessible
Foundation: Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 psf
• Live Load = 20 psf (reducible) – 0 psf at locations of solar panels
• Ground Snow Load = 0 psf
• Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 95 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2019 California Building Code, including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
2906 W Cubbon
11/23/22
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Ecofasten installation
m anual. If during solar panel installation, the roof framing members appear unstable or deflect non-
uniformly, our office should be notified before proceeding with the installation.
2. The m aximum allowable withdrawal force for a 5/16” lag screw is 235 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications. Based on
a minimum penetration depth of 2½”, the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of
2½” embedment will be adequate and will include a sufficient factor of safety.
3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 48” on centers.
4. Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2019 California Building Code, current industry standards, and is based on information
supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
Very truly yours,
Scott E. Wyssling, PE
California License No. 83664
10/26/2022
2906 W Cubbon
11/23/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
Existing Vuong Residence
Roof Dead Load 2906 West Cubbon Street
2.0 psf Composite Shingle Santa Ana, CA
1.4 psf 7/16" Plywood Sheathing
2.3 psf 2x4 Trusses @ 24 in. o.c.
1.0 psf Ceiling, Mechanical, Electrical
5.8 psf Stucco Ceiling
12.5 psf TOTAL
Second Floor Dead Load
0 psf Floor Finishes
0 psf 1 1/8" Subfloor Sheathing
0 psf Joists @ 16' o.c.
0 psf Partitions
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
0 psf TOTAL
Roof Live Load Floor Live Load
20 psf 0 psf
Roof Snow Load
Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4)
pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1)
Cs = 0.93 ASCE 7-16 Figure 7.4-1
Additional
Roof Dead Load - New Solar Panels
2 psf
Roof Live Load at Solar Panels
0 psf
Roof Snow Load at Solar Panels
0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1)
Total
Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaROOF
93600 lbs
Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaROOF
90854 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
-2.93%
2018 IEBC Section 807.4 states:
"Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects
of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is
not increased by more than 5%."
Gravity Loads
Total New Gravity Loads are less than Existing Loads. OK
10/26/2022
2906 W Cubbon
11/23/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
V = 95 Basic Wind Speed Vuong Residence
Exposure C ASCE 7-16, Section 26.7 2906 West Cubbon Street
Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA
Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2
Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6
Ke = 0.996 Ground Elevation Factor, ASCE 7-16, Section 26.9
qh = 16.6 psf qh = 0.00256KzKztKdKeV 2 (ASCE 7-16 Eq. 26.10-1)
Roof Angle = 19 deg
Roof Type Gable
sanchor = 48 in Horizontal spacing of roof anchors
Atrib = 11.52 sf Panel Area tributary to each roof anchor
GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2
Roof Zone Zone 1 2e 2n 2r 3e 3r
-2.00 -2.00 -2.99 -2.99 -2.99 -3.57
ga = 0.79 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8
gE = 1.00 Edge Array Factor, ASCE 29.4.4 edges < 0.5*building height, and panel spacing < 4ft.
pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7
Roof Zone 1 2e 2n 2r 3e 3r
-26 psf -26 psf -39 psf -39 psf -39 psf -47 psf Min Pressure = -16 psf
Use 26 psf Use 26 psf Use 39 psf Use 39 psf Use 39 psf Use 47 psf ULTIMATE
x 0.6 = 16 psf 16 psf 24 psf 24 psf 24 psf 28 psf ALLOWABLE
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 11.5 ft2
DLpanel = 2 psf
Roof Zone 1 2e 2n 2r 3e 3r
Wuplift = 26 psf 26 psf 39 psf 39 psf 39 psf 47 psf
Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor
Roof Zone 1 2e 2n 2r 3e 3r
-165.0 lbs -165.0 lbs -254.9 lbs -254.9 lbs -254.9 lbs -308.0 lbs
Connection Capacity
db = 5/16 in Lag Screw diameter
Dpen = 2 1/2 in Lag Screw penetration into existing framing member
No. of Screws 1 Screws per Connection
Species of wood framing
CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value
Pallow = Dpen x W' = 745 lbs
Roof Zone 1 2e 2n 2r 3e 3r
DEMAND = 165 lbs 165 lbs 255 lbs 255 lbs 255 lbs 308 lbs
CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs
up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok
This analysis calculates the
capacity of the lag screws
only. For capacity of the
complete mounting system,
please see manufacturer's
recommendations.
Douglas Fir-Larch
Wind Uplift
Rooftop Solar Panels Parallel to Roof Surface
ASCE 7-16, Section 29.4.4
10/26/2022
2906 W Cubbon
11/23/22
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
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
2906 W Cubbon St, Santa Ana, CA 92704
Exo Energy
1063308
10.27.2022
Olivia Swaim
760- 979-8131
Olivia@goexoenergy.com
2906 W Cubbon
11/23/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
V = 95 Basic Wind Speed Vuong Residence
Exposure C ASCE 7-16, Section 26.7 2906 West Cubbon Street
Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA
Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2
Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6
Ke = 0.996 Ground Elevation Factor, ASCE 7-16, Section 26.9
qh = 16.6 psf qh = 0.00256KzKztKdKeV 2 (ASCE 7-16 Eq. 26.10-1)
Roof Angle = 19 deg
Roof Type Gable
sanchor = 48 in Horizontal spacing of roof anchors
Atrib = 11.52 sf Panel Area tributary to each roof anchor
GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2
Roof Zone Zone 1 2e 2n 2r 3e 3r
-2.00 -2.00 -2.99 -2.99 -2.99 -3.57
ga = 0.79 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8
gE = 1.00 Edge Array Factor, ASCE 29.4.4 edges < 0.5*building height, and panel spacing < 4ft.
pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7
Roof Zone 1 2e 2n 2r 3e 3r
-26 psf -26 psf -39 psf -39 psf -39 psf -47 psf Min Pressure = -16 psf
Use 26 psf Use 26 psf Use 39 psf Use 39 psf Use 39 psf Use 47 psf ULTIMATE
x 0.6 = 16 psf 16 psf 24 psf 24 psf 24 psf 28 psf ALLOWABLE
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 11.5 ft2
DLpanel = 2 psf
Roof Zone 1 2e 2n 2r 3e 3r
Wuplift = 26 psf 26 psf 39 psf 39 psf 39 psf 47 psf
Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor
Roof Zone 1 2e 2n 2r 3e 3r
-165.0 lbs -165.0 lbs -254.9 lbs -254.9 lbs -254.9 lbs -308.0 lbs
Connection Capacity
db = 5/16 in Lag Screw diameter
Dpen = 2 1/2 in Lag Screw penetration into existing framing member
No. of Screws 1 Screws per Connection
Species of wood framing
CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value
Pallow = Dpen x W' = 745 lbs
Roof Zone 1 2e 2n 2r 3e 3r
DEMAND = 165 lbs 165 lbs 255 lbs 255 lbs 255 lbs 308 lbs
CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs
up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok
This analysis calculates the
capacity of the lag screws
only. For capacity of the
complete mounting system,
please see manufacturer's
recommendations.
Douglas Fir-Larch
Wind Uplift
Rooftop Solar Panels Parallel to Roof Surface
ASCE 7-16, Section 29.4.4
10/26/2022
2906 W Cubbon
11/23/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
Existing Vuong Residence
Roof Dead Load 2906 West Cubbon Street
2.0 psf Composite Shingle Santa Ana, CA
1.4 psf 7/16" Plywood Sheathing
2.3 psf 2x4 Trusses @ 24 in. o.c.
1.0 psf Ceiling, Mechanical, Electrical
5.8 psf Stucco Ceiling
12.5 psf TOTAL
Second Floor Dead Load
0 psf Floor Finishes
0 psf 1 1/8" Subfloor Sheathing
0 psf Joists @ 16' o.c.
0 psf Partitions
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
0 psf TOTAL
Roof Live Load Floor Live Load
20 psf 0 psf
Roof Snow Load
Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4)
pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1)
Cs = 0.93 ASCE 7-16 Figure 7.4-1
Additional
Roof Dead Load - New Solar Panels
2 psf
Roof Live Load at Solar Panels
0 psf
Roof Snow Load at Solar Panels
0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1)
Total
Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaROOF
93600 lbs
Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaROOF
90854 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
-2.93%
2018 IEBC Section 807.4 states:
"Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects
of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is
not increased by more than 5%."
Gravity Loads
Total New Gravity Loads are less than Existing Loads. OK
10/26/2022
2906 W Cubbon
11/23/22
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Ecofasten installation
m anual. If during solar panel installation, the roof framing members appear unstable or deflect non-
uniformly, our office should be notified before proceeding with the installation.
2. The m aximum allowable withdrawal force for a 5/16” lag screw is 235 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications. Based on
a minimum penetration depth of 2½”, the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of
2½” embedment will be adequate and will include a sufficient factor of safety.
3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 48” on centers.
4. Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2019 California Building Code, current industry standards, and is based on information
supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
Very truly yours,
Scott E. Wyssling, PE
California License No. 83664
10/26/2022
2906 W Cubbon
11/23/22
76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Coleman D. Larsen, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
October 26, 2022
Current Insight
2852 W. Amini Way
South Jordan, UT 84095
Re: Engineering Services
Vuong Residence
2906 West Cubbon Street, Santa Ana CA
3.200 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system .
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing: Prefabricated wood trusses at 24” on center. All truss members are
constructed of 2x4 dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof Slope: 19 & 24 degrees
Attic Access: Accessible
Foundation: Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 psf
• Live Load = 20 psf (reducible) – 0 psf at locations of solar panels
• Ground Snow Load = 0 psf
• Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 95 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2019 California Building Code, including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
2906 W Cubbon
11/23/22
76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Coleman D. Larsen, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
December 5, 2022
Current Insight
2852 W. Amini Way
South Jordan, UT 84095
Re: Engineering Services
Vuong Residence
2906 West Cubbon Street, Santa Ana CA
3.200 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system .
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing: Prefabricated wood trusses at 24” on center. All truss members are
constructed of 2x4 dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof Slope: 21 degrees
Attic Access: Accessible
Foundation: Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 psf
•Live Load = 20 psf (reducible) –0 psf at locations of solar panels
•Ground Snow Load = 0 psf
•Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 95 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2022 California Building Code, including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
Revised January 27, 2023
2906 W Cubbon -
2017860202/23/23
Very truly yours,
Scott E. Wyssling, PE
California License No. 83664
Page 2 of 2
D.Solar Panel Anchorage
1.The solar panels shall be mounted in accordance with the most recent Ecofasten installation
manual. If during solar panel installation, the roof framing members appear unstable or deflect non-
uniformly, our office should be notified before proceeding with the installation.
2.The maximum allowable withdrawal force for a 5/16” lag screw is 235 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications.Based on
a minimum penetration depth of 2½”,the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of
2½” embedment will be adequate and will include a sufficient factor of safety.
3.Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 48”on centers.
4.Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified,the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2022 California Building Code, current industry standards, and is based on
information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
2906 W Cubbon -
2017860202/23/23
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
Existing Vuong Residence
Roof Dead Load 2906 West Cubbon Street
2.0 psf Composite Shingle Santa Ana, CA
1.4 psf 7/16" Plywood Sheathing
2.3 psf 2x4 Trusses @ 24 in. o.c.
1.0 psf Ceiling, Mechanical, Electrical
5.8 psf Stucco Ceiling
12.5 psf TOTAL
Second Floor Dead Load
0 psf Floor Finishes
0 psf 1 1/8" Subfloor Sheathing
0 psf Joists @ 16' o.c.
0 psf Partitions
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
0 psf TOTAL
Roof Live Load Floor Live Load
20 psf 0 psf
Roof Snow Load
Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4)
pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1)
Cs = 0.89 ASCE 7-16 Figure 7.4-1
Additional
Roof Dead Load - New Solar Panels
2 psf
Roof Live Load at Solar Panels
0 psf
Roof Snow Load at Solar Panels
0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1)
Total
Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaROOF
93600 lbs
Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaROOF
90854 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
-2.93%
2018 IEBC Section 807.4 states:
"Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects
of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is
not increased by more than 5%."
Gravity Loads
Total New Gravity Loads are less than Existing Loads. OK
Signed 1/27/2023
2906 W Cubbon -
2017860202/23/23
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
V = 95 Basic Wind Speed Vuong Residence
Exposure C ASCE 7-16, Section 26.7 2906 West Cubbon Street
Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA
Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2
Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6
Ke = 0.996 Ground Elevation Factor, ASCE 7-16, Section 26.9
qh = 16.6 psf qh = 0.00256KzKztKdKeV 2 (ASCE 7-16 Eq. 26.10-1)
Roof Angle = 21 deg
Roof Type Gable
sanchor = 48 in Horizontal spacing of roof anchors
Atrib = 11.52 sf Panel Area tributary to each roof anchor
GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2
Roof Zone Zone 1 2e 2n 2r 3e 3r
-1.50 -1.50 -2.49 -2.49 -2.49 -3.31
ga = 0.79 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8
gE = 1.00 Edge Array Factor, ASCE 29.4.4 edges < 0.5*building height, and panel spacing < 4ft.
pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7
Roof Zone 1 2e 2n 2r 3e 3r
-20 psf -20 psf -33 psf -33 psf -33 psf -44 psf Min Pressure = -16 psf
Use 20 psf Use 20 psf Use 33 psf Use 33 psf Use 33 psf Use 44 psf ULTIMATE
x 0.6 = 16 psf 16 psf 20 psf 20 psf 20 psf 26 psf ALLOWABLE
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 11.5 ft2
DLpanel = 2 psf
Roof Zone 1 2e 2n 2r 3e 3r
Wuplift = 20 psf 20 psf 33 psf 33 psf 33 psf 44 psf
Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor
Roof Zone 1 2e 2n 2r 3e 3r
-119.4 lbs -119.4 lbs -209.3 lbs -209.3 lbs -209.3 lbs -284.0 lbs
Connection Capacity
db = 5/16 in Lag Screw diameter
Dpen = 2 1/2 in Lag Screw penetration into existing framing member
No. of Screws 1 Screws per Connection
Species of wood framing
CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value
Pallow = Dpen x W' = 745 lbs
Roof Zone 1 2e 2n 2r 3e 3r
DEMAND = 119 lbs 119 lbs 209 lbs 209 lbs 209 lbs 284 lbs
CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs
up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok
Douglas Fir-Larch
Wind Uplift
Rooftop Solar Panels Parallel to Roof Surface
ASCE 7-16, Section 29.4.4
This analysis calculates the
capacity of the lag screws
only. For capacity of the
complete mounting system,
please see manufacturer's
recommendations.
Signed 1/27/2023
2906 W Cubbon -
2017860202/23/23