HomeMy WebLinkAbout2018 W Eleventh St Unit# 2 - PlanProject Name:
Property address:
APN:
VICINITY MAP
SCALE: NTS
PV SOLAR SYSTEM DETAILS
MAIN SERVICE PANEL BUS SIZE:
MAIN SERVICE BREAKER SIZE:
BUILDING INFORMATION:
CONSTRUCTION TYPE: V-B
OCCUPANCY: R
ROOF:
SYSTEM SIZE: DC STC: KW
SYSTEM SIZE: AC CEC: KW
SOLAR MODULES: ( )
ROOF PLAN
SINGLE LINE DIAGRAM
ATTACHMENT LAYOUT
SIGNAGE
ECB DATA SHEET
INVERTER DATA SHEET
1
INDEX
2
3
4
5
6
7
8
9
10
SITE PLAN
MODULE DATA SHEET
SATELLITE VIEW
SCALE: NTS
RACKING DATA SHEET
ATTACHMENT DATA SHEET
COVER PAGE0
MAIN
3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED
4. 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.
5. 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.
6. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL
BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL
BE COORDINATED WITH OTHER TRADES.
7. 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.
8. 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.
9. 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.
10. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS,
ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE
COMPLETION OF WORK
PHOTOVOLTAIC NOTES:
1. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL
BE TESTED, LISTED AND IDENTIFIED BY RECOGNIZED ELECTRICAL
TESTING LABORATORY
2. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL
VENTS
3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED.
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.
4. SOLAR INVERTER SHALL BE LISTED TO UL1741.
6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING
SHALL BE PROTECTED FROM 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 EQUIPED WITH INTEGRATED GFDI, 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.
11. 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.
12. NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL
BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF
RACEWAYS.
GENERAL NOTES
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 NEMA 3R RATED OR BETTER
COMP. SHINGLE
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
4.100
3.794
COVER PAGE0
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
THE INSTALLATION OF SOLAR ARRAYS AND
PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH
THE FOLLOWING CODES:
2020 NATIONAL ELECTRICAL CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA GREEN BUILDING STANDARD CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
2016 INTERNATIONAL PROPERTY MAINTENANCE CODE
ALL OTHER ORDINANCE ADOPTED BY THE LOCAL
GOVERNING AGENCIES
MOUNTING SYSTEM:
100A
100A
EXISTING METER
REC 410 WATT
IRONRIDGE XR10 RAIL
ELECTRICAL INFORMATION:
11
MONITORING PAGE
MICROINVERTER: ( ) Enphase IQ8+ Microinverter
RSD DATA SHEET12
10
10
: 2 X 6 @ 24" O.C.RAFTER
RACKING CLASIFICATION13
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
PV-0
Cover
Page
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#: 101118849
Elec#: 20182506
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
EMT Conduit
Solar Module
INDEX
(N) Junction Box
Microinverter
Setback
MSP
JB
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
ROOF PLANPV-1
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
(E) Main Service Panel
(N) AC DisconnectACD
Roof Face Area:922
Total Module Area:180
Roof Coverage:19.52%
(N) Enphase Combiner BoxECB
Roof access is not located in areas that
require placement of ground ladders over
exterior wall openings CRC R331.4.1.
18'' fire setback
36
'
'
f
i
r
e
s
e
t
b
a
c
k
36
'
'
f
i
r
e
s
e
t
b
a
c
k
Solar PV Array
10 - REC 410W Modules
10 - IQ8+ Microinverters
Pitch: 18 Deg
Orientation: 180 Deg
JB
MSP
ACD
ECB
AC UNIT AC UNIT
W 11th St
MAIN HOUSE
ADU
Roof Access
SCALE:3/32" = 1'-0"
S
180 °
E
90 °
W
270 °
N
0°
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
SITE PLANS-1
Main Service Panel
INDEX
MSP
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
AC DisconnectACD
Enphase Combiner BoxECB
1.In the case of emergency, call_____________________at Work Phone
#__________________or Home Phone #___________________. 2. Sediment
from areas disturbed by construction shall be retained on site using structural
controls to the maximum extent practicable. 3. Stockpiles of soil shall be
properly contained to minimize sediment transport from the site to streets,
drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. 4.
Appropriate BMP's for construction-related materials, wastes, spills shall be
implemented to minimize transport from the site to streets, drainage facilities,
or adjoining properties by wind or runoff. 5. Runoff from equipment and
vehicle washing shall be contained at construction sites unless treated to
reduce or remove sediment and other pollutants.6. All construction contractor
and subcontractor personnel are to be made aware or the required best
management practices and good housekeeping measures for the project site
and any associated constructionstaging areas. 7. At the end of each day of
construction activity all construction debris and waste materials shall be
collected and properly disposed in trash or recycle bins. 8. Construction sites
shall be maintained in such a condition that an anticipated storm does not
carry wastes or pollutants off the site. Discharges of material other than
stormwater only when necessary forperformance andcompletion of
construction practices and where they do not: cause or contribute to a
violation of any water quality standard; cause or threaten to cause pollution,
contamination, or nuisance; or contain a hazardoussubstance ina quantity
reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential
pollutants include but are not limited to: solid or liquid chemical spills; wastes
from paints, stains, sealants, glues, limes, pesticides, herbicides, wood
preservatives and solvents; asbestos fibers, paintflakesor stucco fragments;
fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers,
vehicle/equipment wash water and concrete wash water; concrete, detergent
or floatable wastes; wastes from anyengine/equipment steam cleaning or
chemical degreasing and superchlorinated potable water line flushing. During
construction, permittee shall dispose of such materials in a specified and
controlled temporaryarea on -site, physically separated from potential
stormwater runoff, with ultimate disposal in accordance with local, state and
federal requirements. 10. Dewatering of contaminated groundwater, or
discharging contaminated soils via surface erosion is prohibited. Dewatering
of non-contaminated groundwater requires a National Pollutant Discharge
EliminationSystem Permit from the respective State Regional Water Quality
Control Board. 11. Graded areas on the permitted area perimeter must drain
away from the face of slopes at the conclusion of each working day. Drainage
is to be directed toward desilting facilities. 12. The permittee and contractor
shall be responsible and shall take necessary precautions to prevent public
trespass onto areas where impounded water creates a hazardous condition.
13. The permittee and contractor shall inspect the erosion control work and
insure that the work is in accordance with the approved plans. 14. The
permittee shall notify all general contractors, subcontractors, material
suppliers, lessees, and property owners: that dumping of chemicals into the
storm drain system or the watershed is prohibited. 15. Equipment and workers
for emergency work shall be made available at all times during the rainy
season. Necessary materials shall be available on site and stockpiled at
convenient locations to facilitate rapidconstruction of temporary devices when
rain is imminent. 16. All removable erosion protective devices shall be in place
at the end of each working day when the 5-Day Rain Probability Forecast
exceeds 40%. 17.Sediments from areas disturbed by construction shall
beretained on site using an effective combination of erosion and sediment
controls to the maximum extent practicable, and stockpiles of soil shall be
properly containted to minimize sediment transport from the site tostreets,
drainage facilities of adjacent properties via runoff,vehicle tracking, or wind.
18. Appropriate BMPs for construction-related materials, wastes, spills or
residues shall be implemented and retained on site to minimize transport from
the site to streets, drainage facilities, or adjoining property bywind or runoff
112'
59'
112'
59'
95'-11"
24'-5"20'
6'
MSP
ACD
ECB
AC UNIT AC UNIT
PROPERTY LINE
W 11th St
MAIN HOUSE
ADU
Driveway
SCALE:1/16" = 1'-0"
S
180 °
E
90 °
W
270 °
N
0°
Date Certified and
Exp. Date : 3/31/2026
Signed:03/29/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
Professional Certification. I hereby certify that these documentswere prepared or approved by me, and that I am a duly licensedprofessional engineer under the laws of the State of California.License No. ____________, Expiration Date: _______________8808303/31/2026Engineerinc.io,303 N Glenoaks BlvdBurbank, CA 91502(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
ATTACHMENT
LAYOUTS-2
RAIL
ATTACHMENT
2 X 6 @ 24" O.C.
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
Racking: IronRidge XR10 Rail
Attachment: IronRIdge FlashFoot2
PV MODULE FRAME
IRONRIDGE RAIL
DETAIL, END CLAMP FRONTB
IRONRIDGE STOPPER SLEEVE
IRONRIDGE UNIVERSAL
FASTENING OBJECTPV MODULE FRAME
IRONRIDGE RAIL
DETAIL, END CLAMP PLANB
IRONRIDGE STOPPER
SLEEVE
IRONRIDGE UNIVERSAL
FASTENING OBJECT
PV MODULE FRAME
IRONRIDGE RAIL
DETAIL, MID CLAMP FRONTC
IRONRIDGE UNIVERSAL
FASTENING OBJECTPV MODULE FRAME
DETAIL, MID CLAMP PLANC
IRONRIDGE UNIVERSAL
FASTENING OBJECT
IRONRIDGE RAIL
IRONRIDGE FLASHFOOT2
A
IRONRIDGE RAIL
PV MODULE
0.4xL MAX.
CB D
IRONRIDGE STOPPER SLEEVE
IRONRIDGE UNIVERSAL
FASTENING OBJECT
IRONRIDGE FLASHFOOT2
IRONRIDGE UNIVERSAL
FASTENING OBJECT
(E) ROOF
MEMBRANE
IRONRIDGE
FLASHFOOT2
IRONRIDGE
RAIL
PV MODULE,
BY OTHERS
(E) BUILDING
STRUCTURE
(E) ROOF
MEMBRANE
IRONRIDGE
FLASHFOOT2
IRONRIDGE
RAIL
PV MODULE,
BY OTHERS
(E) BUILDING
STRUCTURE
DETAIL, FLASHFOOT2 SIDEA DETAIL, FLASHFOOT2 FRONTD
5/16" STAINLESS STEEL LAG SCREW
MIN. 2.5" EMBED INTO FRAMING MEMBER
FRONT VIEW
SIDE VIEW
(E) RAFTERS
3.0
12.0
4.50
9.0
3.67
3.56 1.02
IRONRIDGE ATTACHMENT AND RACKING DETAILS
1.
2.
3. Roof attachment hardware to be mounted to existing structure
with O.C. rail spans or less.
4. Lag bolts are 5/16" X 3.5" stainless steel with 2.5" minimum embedment
into the center of the roof
5. Roof sheathed with 1/2" plywood and upper surface is faced with felt
paper. Finished roof surface is One layer of .COMP. SHINGLE
MODULE WEIGHT (lbs)47.4
# OF MODULES 10
TOTAL MODULE WEIGHT (lbs)474.0
RACKING WEIGHT (lbs)94.8
MICROINVERTER WEIGHT (lbs)23.8
TOTAL SYSTEM WEIGHT (lbs)592.6
# OF STANDOFFS (lbs)20
MAX SPAN BETWEEN STANDOFFS (in)
LOADING PER STANDOFF (in)29.6
TOTAL AREA (sq.ft.)211.2
LOADING (psf)2.8
48"
48"RAFTER
SOLAR MODULE
Blocking
Maximum 6"
2 X 6 @ 24" O.C.
COMP. SHINGLE
ROOF SECTION DETAIL
RAFTER
Roof Face Area:1519
Total Module Area:180
Roof Coverage:11.85%
12'-7"
23'-9"
7'-4"
Date Certified and
Exp. Date : 3/31/2026
Signed:03/29/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
Professional Certification. I hereby certify that these documentswere prepared or approved by me, and that I am a duly licensedprofessional engineer under the laws of the State of California.License No. ____________, Expiration Date: _______________8808303/31/2026Engineerinc.io,303 N Glenoaks BlvdBurbank, CA 91502(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
WIRE SIZE
CALCULATIONE-1
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS IN EMT
.80 4-6
.70 7-9
.50 10-20
#ITEM DESCRIPTION QTY
1 PV MODULE
2 1
3 PVC JUNCTION BOX 4"x4"x2" UL LISTED WATER TIGHT
NEMA TYPE 3 1
4 MAIN METER 1
5 MAIN SERVICE
PANEL 1
6
2
3
120% RULE CALCULATION PER NEC 705.12(D)(2)(3)
MAIN BUSBAR RATING:AMPS
MAIN SERVICE BREAKER RATING:AMPS
PV BACKFEDING CURRENT:AMPS
BUSBAR X 120%- MAIN BREAKER = MAX PV BREAKER
100A - = 50A
AC SYSTEM SIZE CALCULATION
Module PTC
Rating (W)x NO. of
Modules x Average Inverter
CEC Efficiency =AC System Size
x x = kW AC
1 ( ) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 40 X .71 X 3/4" EMT
2
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
120/240V
1P,3W
TOP FED
MAIN C/B
5
10
0
A
(E) 100A MAIN SERVICE PANEL,
WITH 100A MAIN BREAKERS
EXISTING
100A MAIN
SERVICE PANEL
20A
2 1 = 28.4 >=
WIRE CHART
#
MAX AMPS X NEC
MULT = DESIGN
AMPS
BREAKER
SIZE (A)WIRE TYPE EGC
WIRE RATING X TEMP
DERATE X CONDUCTOR
DERATE = DERATED WIRE
CONDUIT SIZE
#
MAX AMPS X NEC
MULT = DESIGN
AMPS
BREAKER
SIZE (A)WIRE TYPE
WIRE RATING X TEMP
DERATE X CONDUCTOR
DERATE = DERATED WIRE
CONDUIT SIZE
4
M
UTILITY METER
120/240V , 1P, 3W,
30A
7 AC Disconnect 30A 2P BLADE TYPE 240V
NON-FUSIBLE AC DISCONNECT 1
7 3
3 --20A (3) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 3/4" EMT
20A
100A
100A
100A
MICROINVERTER
REC SOLAR
REC410 AA Pure Black
Voc =49.0V, Vmp = 42.7V
Isc =10.35A, Imp = 9.61A
391.22 3.794
1
ENPHASE
COMBINER BOX
(N)ENPHASE IQ COMBINER 3
WITH ENVOY 3G PV MONITORING
SYSTEM
(X-IQ-AM1-240-3)
120/240V, NEMA 3R
2
Enphase
15A
97%
(N) ENPHASE IQ8+ MICROINVERTERS
IQ8PLUS-72-2-US (240V) [SI1])
PEAK PWR TRACKING VOLTAGE: =29-45V
CEC EFFICIENCY : = 97.0 %
ENCLOSURE : NEMA 6
MAXIMUM INPUT CURRENT: = 15 A
MAXIMUM OUTPUT CURRENT: = 1.21 A
MAXIMUM INPUT POWER: = 235 - 440W+
MAXIMUM OUTPUT POWER: = 290 VA
10
10X1.25X1.21=15.12A 40 X .91 X 1 = 36.4 >= 15.1220A(3) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 3/4" EMT
10
10
10X1.25X1.21=15.12A 20A 15.12
10X1.25X1.21=15.12A 20A (2)#12AWG, ENPHASE Q CABLE (1) #6 BARE SOLID COPPER GEC 30 X .71 X 1 = 21.3 >= 15.12 IN FREE AIR
...
1
6
String : (10) Modules, (10) Microinverters
20A
a
a
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
PV-2 SIGNAGE
MARKINGS, LABELS AND WIRING SIGNS
A. Purpose: Provide emergency responders with appropriate warning and guidance with
respect to isolating solar electric system.
This can facilitate identifying energized electrical lines that connect solar panels to the
inverter, as these should not be cut when venting for smoke removal
B. Main Service Disconnect.
1. Residential buildings - The marking may be placed within the main service disconnect.
The marking shall be placed
outside cover if the main service disconnect is operable with the service panel closed.
2. Commercial buildings - The marking shall be placed adjacent to the main service
disconnect clearly visible from the location where the level is operated
3. Markings: Verbiage, Format and Type of Material.
a. Verbiage: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED
b. Format: White lettering on a red background. Minimum 3/8 inches letter height. All
letters shall be capitalized. Arial or similar font, non bold.
c. Material: Reflective, weather resistant material suitable for the environment (use UL -
969 as standard for weather rating). Durable adhesive materials meet this requirement.
C.Marking Requirements on DC conduit, raceways, enclosures, cable assemblies, DC
combiners and junction boxes:
1. Markings: Verbiage, Format and Type of Material.
a. Placement : Markings shall be placed every 10 feet on all interior and exterior DC
conduits, raceways, enclosures, and cable assemblies,
at turns, above and for below penetrations, all DC combiners and junction boxes
b. Verbiage: CAUTION: SOLAR CIRCUIT Note: The format and type of material shall
adhere to "V. V-3b, c" of this requirement.
c. Inverters are not required to have caution markings
1.Marking is required on all interior and exterior DC conduit raceways,enclosures,cable
assemblies,and junction boxes,combiner boxes and disconnects.
2.The materials used for marking shall be reflective,weather resistant material suitable
for the environment.
Minimum 3/8 "letter height; all upper case letters Arial or similar font; Red background
with white lettering.
3.Marking shall contain the words: WARNING : PHOTOVOLTAIC POWER SOURCE.
4.Marking shall be placed adjacent to the main service disconnect in a location clearly
visible from the location where the disconnect is operated
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
1
2
(STICKER TO BE LOCATED ON
CONDUIT WITH DC CURRENT
EVERY 4' HORIZONTALLY OR
10' VERTICALLY AND 1' FROM
EACH SIDE OF A BEND)
3
4
10
(TO BE LOCATED ON
SUB-PANEL ONLY
WHEN SUB-PANEL IS
DEDICATED FOR PV ONLY)
5
6
7
8
(STICKER LOCATED
INSIDE PANEL
NEXT TO SOLAR BREAKER)
9
(STICKER LOCATED
INSIDE PANEL
BELOW PV BREAKER)
PV ARRAY
J BOX
PV SUB-PANEL
* if applicable
SUB-PANEL
* if applicable
AC
DISCONNECT
* if applicable
METER
MAIN SERVICE
PANEL
2
1
5
6
8
7
9
6
8
7
9
6
6
8
7
9
12
(STICKER LOCATED
ON THE PV SUB PANEL)
10
11
(STICKER LOCATED
ON THE MAIN SERVICE PANEL)
11
CAUTION
AUTHORIZED SOLAR
PERSONNAL ONLY!
CAUTION
SOLAR DC CURRENT PRESENT
DURING DAYLIGHT HOURS
WARNING!
ELECTRIC SHOCK HAZARD.
IF GROUND FAULT IS INDICATED,
NORMALLY GROUNDED
CONDUCTORS MAY BE
UNGROUNDED AND ENERGIZED.
WARNING!
ELECTRIC SHOCK HAZARD.
DO NOT TOUCH THE TERMINALS.
TERMINALS ON BOTH THE LINE AND
LOAD SIDES MAY BE ENERGIZED IN
THE OPEN POSITION.
PV LOAD CENTER SIZED FOR PV
BREAKERS ONLY OR RENDERED UNABLE
TO ACCEPT ANY ADDITIONAL LOADS.
PV SUB-PANEL ONLY
AC DISCONNECT
AC PHOTOVOLTAIC POWER SOURCE
RATED AC OUTPUT CURRENT: MAX
NOMINAL AC OPERATING VOLTAGE: Vac
THIS PANEL FED BY
MULTIPLE SOURCES
(UTILITY & SOLAR)
SOLAR
WARNING!
INVERTER OUTPUT CONNECTION. DO NOT
RELOCATE THIS OVERCURRENT DEVICE
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUT DOWN
13
(RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR ELECTRIC
PV PANELS
240
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
15.12A
SERVICE POINT &
UTILITY METERING
AC DISCONNECT
ENPHASE COMBINER
You Are
Here
SOLAR PV ARRAY
N
0 °
S
180 °
E
90 °
W
270 °
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
MONITORING
PAGE
PV-3
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
180° AZIMUTH
±18° SLOPE
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
COVER SHEET
Contractor: Vibe Solar
Project: Nhat Duong
Project Address: 2018 W 11th St Unit #2 Santa Ana, CA 92703
Photovoltaic sheets
PV.0, PV.1, PV.2, PV.3
Electrical sheets
E-1
Structural sheets
S-1, S-2
PE Calculations
Supporting Documents
7, 8, 9, 10, 11, 12, 13
Solar Permit Application
Residential Solar Checklist
Contractors State Business License
City of Santa Ana Business License
Authorization letter
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Expedited Permit Process for PV Systems - Micro-Inverter1
Expedited Permit Process for PV Systems
Micro-Inverter
The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro-
cess provides a means to differentiate systems that can be permitted quickly and easily
due to their similarity with the majority of small-scale PV systems. Those systems with
unique characteristics may be handled with small additions to this Expedited Permit
Process or may require much more information, depending on the uniqueness of the
installation.
The following pages contain forms for the Micro-Inverter to use with the Expedited Per-
mit Process. The Standard String, AC Module, and Supply-Side Connection forms
are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic-
tions that have adopted the Expedited Permit Process for PV Systems, these forms can
be filled out electronically and submitted in either printed form and via email. An elec-
tronic format is used so that the supplied information is standardized and legible for the
local jurisdiction.
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Expedited Permit Process for PV Systems — Micro-Inverter 2
Expedited Permit Process for Small-Scale PV Systems
Micro-Inverter
The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations
are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential
systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been
suggested to provide as a path to permit approval.
Required Information for Permit:
1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it
should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings
with a 3’ perimeter space at ridge and sides may not need separate fire service review.
2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects,
required signs, and ac connection to building (see supplied standard electrical diagram).
3. Specification sheets and installation manuals (if available) for all manufactured components including, but not
limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system.
Step 1: Structural Review of PV Array Mounting System
Is the array to be mounted on a defined, permitted roof structure? l Yes l No
If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1.
Roof Information:
1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________
____________________________________________________________________________________________________
If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…).
2. Does the roof have a single roof covering? l Yes l No
If No, submit completed worksheet for roof structure WKS1.
3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________
Mounting System Information:
1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap
beneath the module frames? l Yes l No
If No, provide details of structural attachment certified by a design professional.
2. For manufactured mounting systems, fill out information on the mounting system below:
a. Mounting System Manufacturer ___________Product Name and Model#________________________________
b. Total Weight of PV Modules and Rails ___________lbs
c. Total Number of Attachment Points____________
d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1)
e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for
maximum spacing allowed based on maximum design wind speed)
f. Total Surface Area of PV Modules (square feet)_________________ ft2
g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2
If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
In order for a PV system to be considered for an expedited permit process, the following must apply:
1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems.
2. The PV array is composed of 4 series strings or less per inverter.
3. The total inverter capacity has a continuous ac power output 13,440 Watts or less
4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)).
5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV
system. Interactive PDF diagrams are available at www.solarabcs.org/permitting.
Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant
understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively
communicate, provide an alternative diagram with appropriate detail.
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
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Micro-Inverter Site Plan
18'' fire setback
36
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36
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k
Solar PV Array
10 - REC 410W Modules
10 - IQ8+ Microinverters
Pitch: 18 Deg
Orientation: 180 Deg
JB
MSP
ACD
ECB
AC UNIT AC UNIT
W 11th St
MAIN HOUSE
ADU
Roof Access
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
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Micro-Inverter Electrical Diagram
Contractor Name,
Address and Phone:One-Line Standard Electrical Diagram
for Micro-Inverter PV Systems
Site Name:
Site Address:
System AC Size:
SIZE FSCM NO DWG NO REV
E1.1a
SCALE NTS Date: SHEET
Drawn By:
Checked By:
DESCRIPTION OR CONDUCTOR TYPE
USE-2 or PV WIRE
GEC EGC X ALL THAT APPLY
EXTERIOR CABLE LISTED W/ INV.
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
NO DC GEC IF 690.35 SYSTEM
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
TAG
1
2
3
4
5
CONDUIT AND CONDUCTOR SCHEDULE
COND.
GAUGE
MFG
MFG
NUMBER OF
CONDUCTORS
MFG Cable
MFG Cable
CONDUIT
TYPE
N/A
N/A
N/A
SAME
SAME
CONDUIT
SIZE
N/A
N/A
N/A
SAME
SAME
DESCRIPTION
PV DC or AC MODULE
DC/AC INVERTER (MICRO)
J-BOX (IF USED)
PV ARRAY
AC COMB. PANEL (IF USED)
GEN METER (IF USED)
AC DISCONNECT (IF USED)
SERVICE PANEL
TAG
1
2
3
4
5
6
7
8
PART NUMBER NOTES
FOR UNUSED MODULES
PUT "N/A” in BLANK ABOVE
1
1
3
2
3
EQUIPMENT SCHEDULE
2
_____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
J-BOX
4
AC DISCO
M
BUILDING
GROUNDING
ELECTRODE
G
M
UTILITY
SERVICE
MAIN SERVICE PANEL
MAIN
OCPD
INVERTER
OCPD
6
7
8
5
4 5
G
SEE GUIDE APPENDIX D FOR
INFORMATION ON MODULE AND
ARRAY GROUNDING
AC COMBINER
PANEL
G
____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
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5
Contractor Name,
Address and Phone:Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
Site Name:
Site Address:
System AC Size:
SIZE FSCM NO DWG NO REV
E1.2a
SCALE NTS Date: SHEET
Drawn By:
Checked By:
MAX POWER-POINT CURRENT (IMP)
MAX POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
MAX SERIES FUSE (OCPD)
MAXIMUM POWER (PMAX)
MAX VOLTAGE (TYP 600VDC)
VOC TEMP COEFF (mV/oC or %/oC )
IF COEFF SUPPLIED, CIRCLE UNITS
MODULE MAKE
MODULE MODEL
PV MODULE RATINGS @ STC (Guide Section 5)
MAX DC VOLT RATING
MAX POWER @ 40oC
NOMINAL AC VOLTAGE
MAX AC CURRENT
MAX OCPD RATING
INVERTER MAKE
INVERTER MODEL
INVERTER RATINGS (Guide Section 4)
1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO
NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9):
1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC
2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE.b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE.
NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE®REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNS–SEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND AC
DISCONNECT (IF USED)
No sign necessary since 690.51
marking on PV module covers
needed information
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Notes for Micro-Inverter Electrical Diagram 2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
City of Santa Ana
I, Nhat Duong, grant Vibe Solar the authorization to install solar on my
property at 2018 W 11th Street Unit #2, Santa Ana, CA 92703.
Thank you,
Nhat Duong
03/29/2024
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Document History
SignNow E-Signature Audit Log All dates expressed in MM/DD/YYYY (US)
Document name:Nhat Duong Authorization letter
Document created:03/29/2024 19:21:35
Document pages:1
Document ID:054c4f096948441488b908b4ae6ad4310b4ad371
Document Sent:03/29/2024 19:22:50 UTC
Document Status:Signed
03/29/2024 20:02:39UTC
Sender:alantruex@vibesolar.com
Signers:duongbaonhat@yahoo.com
CC:ani@vibesolar.com
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2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
City of Santa Ana
I, Nhat Duong, grant Vibe Solar the authorization to install solar on my
property at 2018 W 11th Street Unit #2, Santa Ana, CA 92703.
Thank you,
Nhat Duong
03/29/2024
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Document History
SignNow E-Signature Audit Log All dates expressed in MM/DD/YYYY (US)
Document name:Nhat Duong Authorization letter
Document created:03/29/2024 19:21:35
Document pages:1
Document ID:054c4f096948441488b908b4ae6ad4310b4ad371
Document Sent:03/29/2024 19:22:50 UTC
Document Status:Signed
03/29/2024 20:02:39UTC
Sender:alantruex@vibesolar.com
Signers:duongbaonhat@yahoo.com
CC:ani@vibesolar.com
Client Event By Server Time Client Time IP Address
SignNow Web Application Uploaded the Document alantruex@vibesolar.com 03/29/2024 19:21:35 pm UTC 03/29/2024 19:21:35 pm UTC 98.97.124.15
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2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Structural Engineering Letter
Date: 03/29/2024
Project Name: Nhat Duong
Project Address: 2018 W 11th St Unit #2 , Santa Ana, CA, 92703
Contractor : Vibe Solar
Contractor Address : 1206 Commerce Center Dr #103 Lancaster, CA 93534
Attn : To Whom It May Concern
A Field observation of the condition of the existing framing system was performed by an audit team from
Vibe Solar. From the Field observation of the property, the existing roof structure observed as follows:
Existing roof is supported by 2 x 6 @ 24" rafters at the solar array. The rafters are sloped at
approximately 18 degree and have maximum projected horizontal span of 11 feet in between
load bearing supports.
Design Criteria
Applicable codes: 2022 California Building Code ASCE
7-16
Ground Snow Load: 0 psf
Roof Dead Load: 20 psf
Wind speed: 95 mph
Risk Category: II
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading
due to the solar panel supports and modules had been reviewed and determined to meet or exceed the
requirements in accordance with the Design Criteria.
If you have any questions or concerns please contact us,
Engineerinc.io,
303 N Glenoaks Blvd Suite 200
Burbank, CA 91502
(310) 928-0938
new@engineerinc.io
Date Certified and
Exp. Date : 3/31/2026
Signed:03/29/2024
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Date: 03/29/2024
Job Number: 24-00319
Prepared for : Vibe Solar, 1206 Commerce Center Dr #103 Lancaster, CA 93534
Project.: Nhat Duong , 2018 W 11th St Unit #2 , Santa Ana, CA, 92703
The following calculations are for the structural engineering design of the photovoltaic panels and are
valid only for the structural info referenced in the stamped plan set. The verification of such info is the
responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for
the applied PV loads. All PV mounting equipment shall be designed and installed per manufacturer's
approved installation specifications.
Engineerinc.io
303 N Glenoaks Blvd Suite 200
Burbank, CA 91502
(310) 928-0938
new@engineerinc.io
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
Date Certified and
Exp. Date : 3/31/2026
Signed:03/29/2024
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Solar Module Details
Module Type REC
Module Quantity 10
Module Model Number 410 watt
Design Criteria
Code: 2022 California Building Code ASCE 7-16
Live Load (psf)20
Ult Wind Speed (mph)95
Exposure Cat C
Ground Snow (psf)0
Structure Geometry
Eave Height, he (ft)15 to 20ft
Pitch of main roof (deg)18
Building Length, L (ft)45
Building Width, B (ft)25
Roof Area (Module Area) ft2 1125.00
Standoff(i.e., Roof Mount) Spacing Feet 4`
Roof Properties
Roof Geometry type Mono Slope Roof
Roof Type Single Span Rafter
Roof Pitch (deg)18
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Roofing Type Comp Shingles
Sheathing Type 1/2" OSB Board
Wood species No. 2, Douglas Fir-Larch
Wood Fb (psf)900
Wood Fv (psf)180
Wood E (psf)1600000
Purlin C/C Spacing (in)12
Rafter C/C. Spacing (in.)24
Purlin
Section Thickness, b (in.)2
Section Depth, d (in.)4
Rafter
Section Thickness, b (in.)2
Section Depth, d (in.)6
Maximum Rafter Span (ft)11
Factors
Cd(wind)1.60
Cd(Snow)1.60
CLS 1.15
CM 1
Ct 1
CL 0.75
CF 1.5
Cfu 1
Cv 1
Cr 1
M allowable_wind 1020.94
M allowable_snow 733.80
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Dead Load(psf)
Comp Shingles 3.00 psf
1/2" OSB Board 2.00 psf
Insulation 2.00 psf
Total Roof 1DL 7 psf
No. 2, Douglas Fir-Larch 31.00 lb/ft3
Solar Panel DL 3.00 psf
Roof 1
Roof_Dist_DL 7.00 psf
M_Roof_Dist_DL 4651.24
Def_Roof_Dist_DL 1.76
PV_uni_Dist_DL 3.00 psf
M_PV_uni_Dist_DL 39.02
Def_PV_uni_Dist_DL 0.01
Total_Uni_DL 11.00 psf
M_Total_DL 4690.26
Def_Total_DL 1.78
Snow Load(psf)
Ground Snow Load, pg 0
Importance Factor, Ic 1
Thermal Factor, Ct 1
Exposure Factor, Ce 1
Flat roof snow, pF 0
Slope Factor, Cs 1
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
Sloped Row Snow, ps 0
Uni_Dist_S 0.00
M_uni_Dist_s 0.00
Def_uni_Dist_S 0.00
Wind Load
Ultimate Wind Speed 95
Directionality Factor,kd 0.85
Topographic factor 1.00
Velocity pressure exposure factor,kz 0.88
Ground Elevation Factor,ke 0.07
Side Wall Width 25
Median Roof Height 3.28
Velocity pressure,qz 17.28
External Pressure Up,GCp_1 -0.38
External Pressure Up,GCp_2 -0.56
External Pressure Up,GCp_3 -0.9
External Pressure Down,GCp 0.12
Design Pressure Up,p_1 -5.49
Design Pressure Up,p_2 -8.09
Design Pressure Up,p_3 -13.00
Design Pressure Up,p 1.73
Uni_Dist_W_up -13.00
M_uni_Dist_W_up -196.63
Def_uni_Dist_W_up -0.07
Uni_Dist_W_down 1.73
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
M_uni_Dist_W_down 26.17
Def_uni_Dist_W_down 0.01
Lag Screw Uplift Check (ASD)
5/16" Lag Screw Withdrawl value 205.00 lb/in
Lag Screw Penetration 2.50 in
Roof1 0.6D+0.6W(up z1)2026.338 > 512.5
Roof1 0.6D+0.6W(up z2)2024.778 > 512.5
Framing Check (ASD):
Roof1 uni 1.0D+0.6W 4705.96 > 1020.94
Lag Screw Penetration 4702.04 > 1020.94
Roof1 0.6D+0.6W(up z1)4690.26 > 733.80
Roof1 0.6D+0.6W(up z2)2696.18 > 1020.94
Seismic Check:
Wood 5.00 psf
2x4 Studs @ 16"2.00 psf
Gypsum 3.00 psf
Misc(insulatioon,etc)2.00 psf
Total wall DL 12.00 psf
Total Wall Area (Approx)1715.00 ft2
Total Wall W 20580 lbs
Total Roof DL 7.50 psf
Total Roof Area (Approx)630.84 ft2
Total Roof W 4731.3 lbs
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
OK
PV Panel W 3.00 psf
Area of panel 200.00 ft2
Total Roof W 369.42 lbs
% increase=(Wadditional)/Wexisting 1.54%
The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further
seismic analysis is required.
Limits of Scope of Work and Liability
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown
or were not observable during time of inspection are not included in this scope of work. All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and Engineerinc assume no responsibility for misuse
or improper installation. This analysis is not stamped for water leakage. Framing was determined based
on information in provided plans and/or photos, along with engineering judgement. Prior to
commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the
stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any
discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing
that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any concerns prior to starting construction. Prior to the commencement of work,
the contractor shall verify the existing roof and framing conditions. Notify Engineerinc and the engineer of
record of any Discrepancies prior to starting construction. Prior to the commencement of work, the
contractor shall inspect framing for any damage such as water damage, cracked framing, etc. and notify
the E.O.R. if any issues are found.These plans/calculations are stamped for structural code compliance
of the roof framing supporting the proposed PV installation reference only. These plans/calculations are
not stamped for water leakage. PV modules, racking, and attachment components must follow
manufacturer guidelines and requirements.
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
INVERTER
DATA SHEET7
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
MODULE
DATA SHEET8
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
9 ECB
DATA SHEET
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
RACKING
DATA SHEET
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
10
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________8808303/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
11 ATTACHMENT
DATA SHEET
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________8808303/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
12
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
RSD DATA
SHEET
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
13
Project Name:
Property address:
APN:
03/21/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
RACKING
CLASSIFICATION
Date Certified and
Exp. Date : 3/31/2026
Signed:04/03/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________88083 03/31/2026
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(310) 928-0938
2018 W Eleventh St Unit# 2-
101118849 & 20182506
4/11/2024
2018 W Eleventh St Unit# 2-
101118849 & 201825064/11/2024
SITE PLANS-1
Main Service Panel
INDEX
MSP
Project Name:
Property address:
APN:
12/13/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
AC DisconnectACD
Distribution PanelDP
Enphase Combiner BoxECB
1. In the case of emergency, call_____________________at Work Phone
#__________________or Home Phone #___________________. 2. Sediment
from areas disturbed by construction shall be retained on site using structural
controls to the maximum extent practicable. 3. Stockpiles of soil shall be
properly contained to minimize sediment transport from the site to streets,
drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. 4.
Appropriate BMP's for construction-related materials, wastes, spills shall be
implemented to minimize transport from the site to streets, drainage facilities,
or adjoining properties by wind or runoff. 5. Runoff from equipment and
vehicle washing shall be contained at construction sites unless treated to
reduce or remove sediment and other pollutants.6. All construction contractor
and subcontractor personnel are to be made aware or the required best
management practices and good housekeeping measures for the project site
and any associated constructionstaging areas. 7. At the end of each day of
construction activity all construction debris and waste materials shall be
collected and properly disposed in trash or recycle bins. 8. Construction sites
shall be maintained in such a condition that an anticipated storm does not
carry wastes or pollutants off the site. Discharges of material other than
stormwater only when necessary forperformance andcompletion of
construction practices and where they do not: cause or contribute to a
violation of any water quality standard; cause or threaten to cause pollution,
contamination, or nuisance; or contain a hazardoussubstance ina quantity
reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential
pollutants include but are not limited to: solid or liquid chemical spills; wastes
from paints, stains, sealants, glues, limes, pesticides, herbicides, wood
preservatives and solvents; asbestos fibers, paintflakesor stucco fragments;
fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers,
vehicle/equipment wash water and concrete wash water; concrete, detergent
or floatable wastes; wastes from anyengine/equipment steam cleaning or
chemical degreasing and superchlorinated potable water line flushing. During
construction, permittee shall dispose of such materials in a specified and
controlled temporaryarea on -site, physically separated from potential
stormwater runoff, with ultimate disposal in accordance with local, state and
federal requirements. 10. Dewatering of contaminated groundwater, or
discharging contaminated soils via surface erosion is prohibited. Dewatering
of non-contaminated groundwater requires a National Pollutant Discharge
EliminationSystem Permit from the respective State Regional Water Quality
Control Board. 11. Graded areas on the permitted area perimeter must drain
away from the face of slopes at the conclusion of each working day. Drainage
is to be directed toward desilting facilities. 12. The permittee and contractor
shall be responsible and shall take necessary precautions to prevent public
trespass onto areas where impounded water creates a hazardous condition.
13. The permittee and contractor shall inspect the erosion control work and
insure that the work is in accordance with the approved plans. 14. The
permittee shall notify all general contractors, subcontractors, material
suppliers, lessees, and property owners: that dumping of chemicals into the
storm drain system or the watershed is prohibited. 15. Equipment and workers
for emergency work shall be made available at all times during the rainy
season. Necessary materials shall be available on site and stockpiled at
convenient locations to facilitate rapidconstruction of temporary devices when
rain is imminent. 16. All removable erosion protective devices shall be in place
at the end of each working day when the 5-Day Rain Probability Forecast
exceeds 40%. 17.Sediments from areas disturbed by construction shall
beretained on site using an effective combination of erosion and sediment
controls to the maximum extent practicable, and stockpiles of soil shall be
properly containted to minimize sediment transport from the site tostreets,
drainage facilities of adjacent properties via runoff,vehicle tracking, or wind.
18. Appropriate BMPs for construction-related materials, wastes, spills or
residues shall be implemented and retained on site to minimize transport from
the site to streets, drainage facilities, or adjoining property bywind or runoff
112'
59'
112'
59'
95'-11"
24'-5" 20'
6'
MSP
ACD
ECB
AC UNIT AC UNIT
PROPERTY LINE
W 11th St
MAIN HOUSE
ADU
Driveway
DP
SCALE: 1/16" = 1'-0"
S
180 °
E
90 °
W
270 °
N
0°
Exp. Date: 12/31/2025
Date Certified and
Signed: 12/23/2024
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 57196 12/31/2025
Engineerinc.io,
303 N Glenoaks Blvd #200
Burbank, CA 91502
(310) 928-0938
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.
Elec#: 20184832
Revision to:
Bldg#: 101118849
Elec#: 20182506
Approvals:
Elec: M Smith
2018 W Eleventh St Unit#
21/27/2025
WIRE SIZE
CALCULATIONE-1
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS IN EMT
.80 4-6
.70 7-9
.50 10-20
#ITEM DESCRIPTION QTY
1 PV MODULE
2 1
3 PVC JUNCTION BOX 4"x4"x2" UL LISTED WATER TIGHT
NEMA TYPE 3 1
4 MAIN METER 1
5 MAIN SERVICE
PANEL 1
6
2
3
120% RULE CALCULATION PER NEC 705.12(D)(2)(3)
DISTRIBUTION PANEL BUSBAR
RATING:AMPS
MAIN SERVICE BREAKER RATING:AMPS
PV BACKFEDING CURRENT:AMPS
BUSBAR X 120%- MAIN BREAKER = MAX PV BREAKER
240A - = 140A
AC SYSTEM SIZE CALCULATION
Module PTC
Rating (W)x NO. of
Modules x Average Inverter
CEC Efficiency =AC System Size
x x = kW AC
1 ( ) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 40 X .71 X 3/4" EMT
2
Project Name:
Property address:
APN:
12/13/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
5
100A
(E) 100A MAIN SERVICE PANEL,
WITH 100A MAIN BREAKERS
2 1 = 28.4 >=
WIRE CHART
#
MAX AMPS X NEC
MULT = DESIGN
AMPS
BREAKER
SIZE (A)WIRE TYPE EGC
WIRE RATING X TEMP
DERATE X CONDUCTOR
DERATE = DERATED WIRE
CONDUIT SIZE
#
MAX AMPS X NEC
MULT = DESIGN
AMPS
BREAKER
SIZE (A)WIRE TYPE
WIRE RATING X TEMP
DERATE X CONDUCTOR
DERATE = DERATED WIRE
CONDUIT SIZE
4
M
UTILITY METER
120/240V , 1P, 3W,
30A
7 AC Disconnect 30A 2P BLADE TYPE 240V
NON-FUSIBLE AC DISCONNECT 1
7 3
3 --20A (3) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 3/4" EMT
8 DISTRIBUTION
PANEL
(E)200A DISTRIBUTION PANEL
240V 1P, 3W 1
8
20A
20A
100A
200A
100AMICROINVERTER
REC SOLAR
REC410 AA Pure Black
Voc =49.0V, Vmp = 42.7V
Isc =10.35A, Imp = 9.61A
391.22 3.794
1
ENPHASE
COMBINER BOX
(N)ENPHASE IQ COMBINER 3
WITH ENVOY 3G PV MONITORING
SYSTEM
(X-IQ-AM1-240-3)
120/240V, NEMA 3R
2
Enphase
15A
97%
(N) ENPHASE IQ8+ MICROINVERTERS
IQ8PLUS-72-2-US (240V) [SI1])
PEAK PWR TRACKING VOLTAGE: =29-45V
CEC EFFICIENCY := 97.0 %
ENCLOSURE : NEMA 6
MAXIMUM INPUT CURRENT: = 15 A
MAXIMUM OUTPUT CURRENT: = 1.21 A
MAXIMUM INPUT POWER: = 235 - 440W+
MAXIMUM OUTPUT POWER: = 290 VA
10
10X1.25X1.21=15.12A 40 X .91 X 1 = 36.4 >= 15.1220A(3) #10 AWG, CU-THWN-2 (1) #12 AWG, CU-THWN-2 EGC 3/4" EMT
10
10
10X1.25X1.21=15.12A 20A 15.12
10X1.25X1.21=15.12A 20A (2)#12AWG, ENPHASE Q CABLE (1) #6 BARE SOLID COPPER GEC 30 X .71 X 1 = 21.3 >= 15.12 IN FREE AIR
...
1
6
String : (10) Modules, (10) Microinverters
20A
a
a
M100A
Existing Conduit
2018 W Eleventh St Unit#
21/27/2025
PV-2 SIGNAGE
MARKINGS, LABELS AND WIRING SIGNS
A. Purpose: Provide emergency responders with appropriate warning and guidance with
respect to isolating solar electric system.
This can facilitate identifying energized electrical lines that connect solar panels to the
inverter, as these should not be cut when venting for smoke removal
B. Main Service Disconnect.
1. Residential buildings - The marking may be placed within the main service disconnect.
The marking shall be placed
outside cover if the main service disconnect is operable with the service panel closed.
2. Commercial buildings - The marking shall be placed adjacent to the main service
disconnect clearly visible from the location where the level is operated
3. Markings: Verbiage, Format and Type of Material.
a. Verbiage: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED
b. Format: White lettering on a red background. Minimum 3/8 inches letter height. All
letters shall be capitalized. Arial or similar font, non bold.
c. Material: Reflective, weather resistant material suitable for the environment (use UL -
969 as standard for weather rating). Durable adhesive materials meet this requirement.
C.Marking Requirements on DC conduit, raceways, enclosures, cable assemblies, DC
combiners and junction boxes:
1. Markings: Verbiage, Format and Type of Material.
a. Placement : Markings shall be placed every 10 feet on all interior and exterior DC
conduits, raceways, enclosures, and cable assemblies,
at turns, above and for below penetrations, all DC combiners and junction boxes
b. Verbiage: CAUTION: SOLAR CIRCUIT Note: The format and type of material shall
adhere to "V. V-3b, c" of this requirement.
c. Inverters are not required to have caution markings
1.Marking is required on all interior and exterior DC conduit raceways,enclosures,cable
assemblies,and junction boxes,combiner boxes and disconnects.
2.The materials used for marking shall be reflective,weather resistant material suitable
for the environment.
Minimum 3/8 "letter height; all upper case letters Arial or similar font; Red background
with white lettering.
3.Marking shall contain the words: WARNING : PHOTOVOLTAIC POWER SOURCE.
4.Marking shall be placed adjacent to the main service disconnect in a location clearly
visible from the location where the disconnect is operated
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN:
Project Name:
Property address:
APN:
12/13/2024DATE:
Nhat Duong
2018 W 11th St Unit #2
Santa Ana, CA 92703
00417320
Vibe Solar
Lic #: 1036012, C-10
Address: 1206 Commerce Center Dr
#103 Lancaster, CA 93534
Phone number: (661) 485-5000
E-mail: xiomara@vibesolar.com
CONTRACTOR
1
2
(STICKER TO BE LOCATED ON
CONDUIT WITH DC CURRENT
EVERY 4' HORIZONTALLY OR
10' VERTICALLY AND 1' FROM
EACH SIDE OF A BEND)
3
4
10
(TO BE LOCATED ON
SUB-PANEL ONLY
WHEN SUB-PANEL IS
DEDICATED FOR PV ONLY)
5
6
7
8
(STICKER LOCATED
INSIDE PANEL
NEXT TO SOLAR BREAKER)
9
(STICKER LOCATED
INSIDE PANEL
BELOW PV BREAKER)
PV ARRAY
J BOX
PV SUB-PANEL
* if applicable
SUB-PANEL
* if applicable
AC
DISCONNECT
* if applicable
METER
MAIN SERVICE
PANEL
2
1
5
6
8
7
9
6
8
7
9
6
6
8
7
9
12
(STICKER LOCATED
ON THE PV SUB PANEL)
10
11
(STICKER LOCATED
ON THE MAIN SERVICE PANEL)
11
CAUTION
AUTHORIZED SOLAR
PERSONNAL ONLY!
CAUTION
SOLAR DC CURRENT PRESENT
DURING DAYLIGHT HOURS
WARNING!
ELECTRIC SHOCK HAZARD.
IF GROUND FAULT IS INDICATED,
NORMALLY GROUNDED
CONDUCTORS MAY BE
UNGROUNDED AND ENERGIZED.
WARNING!
ELECTRIC SHOCK HAZARD.
DO NOT TOUCH THE TERMINALS.
TERMINALS ON BOTH THE LINE AND
LOAD SIDES MAY BE ENERGIZED IN
THE OPEN POSITION.
PV LOAD CENTER SIZED FOR PV
BREAKERS ONLY OR RENDERED UNABLE
TO ACCEPT ANY ADDITIONAL LOADS.
PV SUB-PANEL ONLY
AC DISCONNECT
AC PHOTOVOLTAIC POWER SOURCE
RATED AC OUTPUT CURRENT: MAX
NOMINAL AC OPERATING VOLTAGE: Vac
THIS PANEL FED BY
MULTIPLE SOURCES
(UTILITY & SOLAR)
SOLAR
WARNING!
INVERTER OUTPUT CONNECTION. DO NOT
RELOCATE THIS OVERCURRENT DEVICE
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUT DOWN
13
(RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR ELECTRIC
PV PANELS
240
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
15.12A
SERVICE POINT &
UTILITY METERING
AC DISCONNECT
ENPHASE COMBINER
You Are
Here
SOLAR PV ARRAY
DISTRIBUTION PANEL
N
0 °
S
180 °
E
90 °
W
270 °
2018 W Eleventh St Unit#
21/27/2025
PCC-13 Rev. 06-17-2019 White-Plan Check Yellow-Applicant
REVISION /SUPPLEMENTAL
PLAN CHECK REQUEST
PCC-13 CBC 2019 Rev 4/2022
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
Project Address: _________________________________________ Suite #_______________________________
New Plan Check No.____________________________________________________________________________
Original Plan Check No.:__________________________________ Permit Issuance Date:____________________
Original Plan Checker: __________________________________________________________________________
Amount Paid: $__________________________________________ Misc. Receipt #: ________________________
Processed by: ___________________________________________ Date: ________________________________
Plan Checker Approval: ___________________________________ Date: ________________________________
Additional Hours:________________________________________ @ $247.72 = $ _________________________
Print Name:_____________________________________________ Signature: ____________________________
Representing: ________________________________________________________________________________
Telephone: ( ) ____________________________________ Fax: ( ) __________________________________
Contact Person: ________________________________________ Telephone: ( ) ________________________
E-mail (Strongly Recommended): _________________________________________________________________
PLANS PREPARED BY AN ARCHITECT OR ENGINEER MUST BE SIGNED BY THE PROFESSIONAL WHO PREPARES THEM.
PLEASE WRITE A BRIEF DESCRIPTION OF THE REVISION/SUPPLEMENT AND IF POSSIBLE AREA OF WORK. ALL REVI-
SIONS ARE TO BE CLOUDED AND PROPERLY IDENTIFIED: (i.e. Deltas, Sheet Numbers, etc.).
Electrical, Plumbing and/or Mechanical plans – stamped job set shall accompany revised plans.
______________________________________________________________________________________
______________________________________________________________________________________
______________________________________________________________________________________
______________________________________________________________________________________
______________________________________________________________________________________
2018 W 11th St Unit #2 Santa Ana, CA 92703
101118849 4/10/2024
Ani Quintanilla
Vibe Solar
Ani Quintanilla 625-5896
485-5000
818
661
ani@vibesolar.com
REVISION: Equipment location is changed / Distribution panel is added
2018 W Eleventh St Unit#
21/27/2025