HomeMy WebLinkAbout1410 N Parsons Pl - 20181873 - DL - PlanCOORDINATES:
33.757323, -117.932011
KINGSTON RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 3.555 kW DC /
3.800 kW AC
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E1.1
E-2
S-1
S-2
S-3
S-4
S-5
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL CALCULATION
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
T-1
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE MSP
SCOPE OF WORK
SYSTEM SIZE:STC: 9 X 395W = 3.555kW
PTC: 9 X 368.7W = 3.318kW
(9) JA SOLAR JAM54S31-395/MR (395W) MODULES
(1)TIGO EI TSI-3.8K-US INVERTER
(9)TIGO TS4-A-O PV OPTIMIZERS
(1)60A KNIFE AC DISCONNECT
(1)100A PV LOAD CENTER
MSP UPGRADE:NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: UNIRAC FLASHLOC FOR COMP SHINGLE ROOF
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
PROJECT INFORMATION
PROPERTY OWNER
NAME:ROBERT KINGSTON
PHONE:-
CONTRACTOR
NAME:SOLGEN CONSTRUCTION
PHONE:(559)442-9887
DESIGN SPECIFICATIONS
OCCUPANCY: R-3
CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE
ZONING: RESIDENTIAL
GROUND SNOW LOAD: 0 PSF
WIND EXPOSURE: C
WIND SPEED: 110 MPH
APPLICABLE CODES & STANDARDS
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE (ENERGY)
2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2020 NATIONAL ELECTRICAL CODE (NEC)
2022 CALIFORNIA FIRE CODE (CFC)
AERIAL VIEW
EXISTING PV SYSTEM :
DC SYSTEM SIZE:- 2.000 kW
AC SYSTEM SIZE:- 1.800 kW
COMBINED PV SYSTEM :
DC SYSTEM SIZE:- 5.555 kW
AC SYSTEM SIZE:- 5.600 kW
Signed: 11/08/2023
Structural
Only
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# 101117607
Elec# 20181641 MSmith
Issued 12/12/23
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
T-2
1.1.PROJECT NOTES:
1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE 2022 CALIFORNIA
ELECTRICAL CODE (CEC) ARTICLE 690, ALL MANUFACTURER’S LISTING AND
INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED
BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES.
1.3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND
PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION
1.4. GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS
INTEGRATED WITH THE MICROINVERTER IN ACCORDANCE WITH 2022 CEC
690.41(B)
1.5. ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE
INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND
LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY 2022 CEC 690.4
PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70
CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519
COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY
1.6. MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP
COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED
ACCORDING TO 2022 CEC 690.7.
1.7. ALL INVERTERS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AND
SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC
POWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION
PER 690.4 (D). SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS
FROM LISTING OR LABELING [ 2022 CEC 110.3].
1.8. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING
CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL
PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE CEC
AND AHJ.
1.9.SCOPE OF WORK:
1.10. PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT.
PRIME CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTING
ONSITE REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE
EXTERIOR ROOF-MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS
DETAILED IN THIS DOCUMENT.
1.11.WORK INCLUDES:
1.12. PV ROOF ATTACHMENTS - UNIRAC FLASHLOC FOR COMP SHINGLE ROOF
1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNT
RACKING HARDWARE
1.14. PV MODULE AND INVERTER INSTALLATION - JA SOLAR JAM54S31-395/MR (395W)
MODULES / TIGO EI TSI-3.8K-US INVERTER
1.15. PV EQUIPMENT GROUNDING
1.16. PV SYSTEM WIRING TO A ROOF-MOUNTED JUNCTION BOX
1.17. PV LOAD CENTERS (IF INCLUDED)
1.18. PV METERING/MONITORING (IF INCLUDED)
1.19. PV DISCONNECTS
1.20. PV GROUNDING ELECTRODE & BONDING TO (E) GEC
1.21. PV FINAL COMMISSIONING
1.22. (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV
1.23. SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE
1.24.SITE NOTES:
1.25. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA
REGULATIONS.
1.26. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS
SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE
BATTERY.
1.27. THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,
MECHANICAL, OR BUILDING ROOF VENTS.
1.28. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND
PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION
2022 CEC 110.26.
1.29. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN
ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S
INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT
THE BUILDING OR STRUCTURE.
1.30.EQUIPMENT LOCATIONS:
1.31. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY 2022 CEC
110.26.
1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR
EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY 2022 CEC 690.31 (A),(C)
AND CEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C)
1.33. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES
ACCORDING TO 2022 CEC 690.34.
1.34. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE
INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT .
1.35. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED
PERSONNEL ACCORDING TO 2022 CEC APPLICABLE CODES.
1.36. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR
OUTDOOR USAGE WHEN APPROPRIATE.
1.37.STRUCTURAL NOTES:
1.38. RACKING SYSTEM
1.39. PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANT
INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN
MODULES, AND RAILS MUST ALSO EXTEND
1.40. A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY,
ACCORDING TO RAIL MANUFACTURER’S INSTRUCTIONS.
1.41. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED SEALED
PER LOCAL REQUIREMENTS.
1.42. ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND
SEALED WITH APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED
CONTRACTOR.
1.43. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN
THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER.
1.44. WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE
STAGGERED AMONGST THE ROOF FRAMING MEMBERS.
1.45.WIRING & CONDUIT NOTES:
1.46. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR
PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM
CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING.
1.47. CONDUCTORS SIZED ACCORDING TO 2022 CEC 690.8, 2022 CEC 690.7.
1.48. VOLTAGE DROP LIMITED TO 1.5%.
1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. OPTIMIZER WIRING
SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WITH
SUITABLE WIRING CLIPS.
1.50. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1-
BLACK PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE
PHASE C OR L3- BLUE, YELLOW, ORANGE**, OR OTHER CONVENTION
NEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONNECTED SYSTEMS THE
PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [2022 CEC 110.15
1.51.GROUNDING NOTES:
1.52. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR
PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL
BE RATED FOR SUCH USE.
1.53. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO 2022 CEC 690.43 AND
MINIMUM 2022 CEC TABLE 250.122.
1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORDING WITH 2022 CEC 250.134 AND 2022
250.136(A).
1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO
CEC 690.45 AND INVERTER MANUFACTURER'S INSTRUCTIONS.
1.56. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS
SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE
AHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE
INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE
MANUFACTURERS' INSTALLATION REQUIREMENTS.
1.57. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH
THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING
CONDUCTOR TO ANOTHER MODULE.
1.58. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE
COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [2022 CEC
250.119]
1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH CEC 690.47 AND
CEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR
INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO
CEC 250, CEC 690.47 AND AHJ.
1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH CEC 690.41 IN GENERAL
AND CEC 690.41 (A)(1) SPECIFICALLY.
1.61.DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:
1.62. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE
SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE
CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE
UPPER TERMINALS).
1.63. DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE
LOCKABLE, AND BE A VISIBLE-BREAK SWITCH
1.64. RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 1 FT OF PV
ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED
CONDUCTORS ≤30V AND ≤240VA [CEC 690.12(B)]. LOCATION OF LABEL
ACCORDING TO AHJ
1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC 690.8,
690.9, AND 240.
1.66. EQUIPMENT THAT IS LISTED, LABELED, OR BOTH SHALL BE INSTALLED AND
USED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING
OR LABELING. CEC 110.3(B).
1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT
PROTECTION ACCORDING TO CEC 690.11 AND UL1699B.
1.68.ELECTRICAL INTERCONNECTION NOTES:
1.69. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY
NOT EXCEED 120% OF BUSBAR RATING.
1.70. WHEN SUM OF THE PV SOURCES EQUALS >100% OF BUSBAR RATING, PV
DEDICATED BACKFFED BREAKERS MUST BE LOCATED OPPOSITE END OF
THE BUS FROM THE UTILITY SOURCE OCPD.
1.71. AT MULTIPLE PV OUTPUT COMBINER PANEL, TOTAL RATING OF ALL
OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR.
HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDED.
1.72. SUPPLY SIDE TAP INTERCONNECTION WITH SERVICE ENTRANCE
CONDUCTORS.
1.73. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS
EXEMPT FROM ADDITIONAL FASTENING.
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
1'-6"
1'-6"
N
3'
3'
3'
3'
SCALE: 1/16" = 1'-0"
PV SYSTEM SITE PLAN
PV SYSTEM SIZE:
3.555 kW DC
LEGEND
CONSTRUCTION NOTES
NEW SOLAR PANELS
14
1
0
N
P
A
R
S
O
N
S
P
L
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
PV-1
ACD AC DISCONNECT
ROOF OBSTRUCTIONS
(E) SERVICE DROP DRIVEWAY
(9) JA SOLAR JAM54S31-395/MR (395W)
MODULES WITH
A TIGO TS4-A-O OPTIMIZER ATTACHED TO THE
BACK OF EACH MODULES MOUNTED ON
COMP SHINGLE ROOF
M METER MAIN COMBO
INV STRING INVERTER
Roof Azimuth: 270°
Roof Tilt: 16°
Roof Section 1
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
(E) SOLAR SYSTEM
M
PV INTERCONNECTION POINT.
LOCATION OF METER MAIN COMBO,
AC DISCONNECT, PV LOAD CENTER &
STRING INVERTER MOUNTED ON
EXTERIOR WALL OF A SINGLE FAMILY
RESIDENCE
IN
V
PR
O
P
E
R
T
Y
L
I
N
E
CAL-FIRE ROOF LADDER
ACCESS POINT
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CAL-FIRE ROOF LADDER
ACCESS POINT
LOCATION OF "RAPID SHUTDOWN" AC
DISCONNECT NEC 690.12
1. SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED ON
RESIDENTIAL STRUCTURE.
2. THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE
WITH THE CBC SECTION 1609 TO WITHSTAND A BASIC
WIND SPEED OF 110 MPH (3 SECOND GUST), WIND
EXPOSURE C.
3. THE ROOF MEMBERS ARE 2 "X 4" TRUSSES AT 24" ON
CENTER. CONNECTION TO STRUCTURE SHALL NOT BE
WITHIN 11" OF NAILING PLATES.
4. THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT
OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING
ROOF VENTS.
5. ALL CONDUCTORS AND CONDUITS MOUNTED ON ROOF
SHALL BE MINIMUM 7/8" ABOVE ROOF SURFACE
(INCLUDING CABLES UNDERNEATH MODULES AND
RACKING).
6. ROOF ACCESS POINTS SHALL BE PROVIDED PER THE
FOLLOWING (CRC R324.6, CBC 3111.3.4)
6.1. LOCATED IN AREAS NOT REQUIRING PLACEMENT OF
GROUND LADDERS OVER OPENINGS SUCH AS
DOORS OR WINDOWS.
6.2. LOCATED AT STRONG POINTS OF CONSTRUCTION IN
LOCATIONS WHERE ACCESS POINT DOES NOT
CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH
AS: TREES, WIRES, OR SIGNS.
7. SETBACKS AT RIDGES CAN BE REDUCED TO 18 INCHES IN
COMPLIANCE 2022 CFC/2021 IFC 1205.2.1.2
TOTAL PLAN VIEW AREA = 2203.08 SQFT
TOTAL PV AREA FOR NEW SYSTEM
= 9(67.79 IN)(44.64 IN)/(144 IN^2) = 189.13 SQFT
=(189.13 SQFT/ 2203.08 SQFT)100 = 8.58%
TOTAL PV AREA FOR EXISTING SYSTEM
=8(64.57 IN)(39.29IN)/(144 IN^2) = 140.94 SQFT
=(140.94SQFT/ 2203.08 SQFT)100 =6.39%
TOTAL PV AREA FOR NEW AND EXISTING SYSTEM.
(140.94+ 189.13 ) SQFT/ 2203.08 SQFT = 14.98%
TOTAL PV AREA POPULATES 14.98% OF TOTAL PLAN
VIEW AREA AND IS WITHIN THE 33% REQUIREMENT.
PROPERTY LINE
PROPERTY LINE PROPERTY LINE
AC
D
ACD
WALKWAY
LC
LOCATION OF EXISTING AC
DISCONNECT & LOAD CENTER
LC PV LOAD CENTER
LC
(E) STRUCTURE ON PROPERTY
CAL-FIRE ROOF LADDER
ACCESS POINT
W SUNSWEPT AVE
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
6'6'6'6'6'
N
SCALE: 3/16" = 1'-0"
PV SYSTEM MOUNTING DETAILS
EXISTING COMP SHINGLE ROOF
UNIRAC FLASHLOC FOR COMP
SHINGLE @ 72" O.C. MAX
PROPOSED EVEREST
CROSSRAIL RACKING
PROPOSED JA SOLAR
JAM54S31-395/MR (395W) PV
SOLAR MODULES
EXISTING 2 "X 4" ROOF
TRUSSES @ 24"O.C.
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
PV-2
Roof Azimuth: 270°
Roof Tilt: 16°
Roof Section 1
(E) SOLAR SYSTEM
(E) SERVICE DROP
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
RO
O
F
S
L
O
P
E
910
10
6 21
7
PV-3
D5
20
11
121413151822
PV-3
D4
3
1
54
252423
8
26
2
D4 DETAIL (TRANSVERSE)
NOT TO SCALE D5 DETAIL (LONGITUDINAL)
NOT TO SCALE
D1 RACKING DETAIL (TRANSVERSE)
NOT TO SCALE
D3 RACKING DETAIL (TOP)
NOT TO SCALE
D2 RACKING DETAIL (LONGITUDINAL)
NOT TO SCALE
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
1. ROOF MATERIAL: COMP SHINGLE
2. ROOF STRUCTURE: TRUSSES
3. ATTACHMENT TYPE: UNIRAC FLASHLOC
4. MODULE MANUFACTURER: JA SOLAR
5. MODULE MODEL: JAM54S31-395/MR (395W)
6. MODULE LENGTH: 67.79''
7. MODULE WIDTH: 44.64"
8. MODULE WEIGHT: 42.99 LBS.
9. SEE SHEET S-1 FOR DIMENSION(S)
10. MIN. FIRE OFFSET: 18"
11. TRUSSES SPACING: 24" O.C.
12. TRUSSES SIZE: 2 "X 4" NOMINAL
13. LAG BOLT DIAMETER: 5/16 IN.
14. LAG BOLT EMBEDMENT: 2.5 IN.
15. TOTAL # OF ATTACHMENTS: 14
16. TOTAL AREA: 189.13 SQ. FT.
17. TOTAL WEIGHT: 386.91 LBS.
18. WEIGHT PER ATTACHMENT: 27.64 LBS.
19. DISTRIBUTED LOAD: 2.05 PSF
20. MAX. HORIZONTAL STANDOFF: 72 IN.
21. MAX. VERTICAL STANDOFF:
LANDSCAPE: 26 IN., PORTRAIT: 43 IN.
22. STANDOFF STAGGERING: YES
23. RAIL MANUFACTURER AND MODEL
(OR EQUIV.):EVEREST CROSSRAIL
24. RAIL WEIGHT: 0.436 PLF.
25. MAX. TRUSSES SPAN: 12 FT.
26. MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX.
PV-3
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS:2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
E-1
Conduit and Conductor Schedule~(75°C Copper Column)
Tag Description Wire Gauge # of Conductors Conduit Type Conduit Size
1 PV WIRES 10 AWG 2(1-V+,1-V-)N/A - Free Air N/A - Free Air
1 Bare Copper Ground (EGC/GEC)6 AWG 1 N/A - Free Air N/A - Free Air
2 THWN-2 10 AWG 2(1-V+,1-V-)EMT 3/4"
2 THWN-2 - Ground 8 AWG 1 EMT 3/4"
Inverter Ratings
Inverter Make/Model TIGO EI
TSI-3.8K-US
Max DC Volt Rating 600V
Max Continuous Output
Power 3800W
Max Nominal Voltage 240V
Max AC Current 16A
Max OCPD Rating 20A
DESIGN TEMPERATURES
ASHRAE EXTREME LOW 2°C
ASHRAE 2% HIGH 30°C
PV Module Ratings @ STC
Module Make/Model
JA SOLAR
JAM54S31-395/MR (395W)
MODULE
Max Power-Point Current (Imp)12.81A
Max Power-Point Voltage (Vmp)30.84V
Open-Circuit Voltage (Voc)36.98V
Short-Circuit Current (Isc)13.70A
Max Series Fuse (OCPD)25A
Nominal Maximum Power at STC
(Pmax)395W
Maximum System Voltage 1500V
Voc Temperature Coefficient -0.275%/°C
3 THWN-2 10 AWG 3(1-L1,1-L2,1-N)EMT 3/4"
3 THWN-2 - Ground 8 AWG 1 EMT 3/4"
SYSTEM SUMMARY
BRANCH #1
MODULE SHORT CIRCUIT
CURRENT
NO. OF MODULES PER
STRING
ARRAY STC POWER
ARRAY PTC POWER
MAX AC CURRENT
MAX AC POWER
DERATED (CEC) AC POWER
3555W
3318W
16A
3800W
3218.46W
13.70A
9
4 THWN-2 8 AWG 3(1-L1,1-L2,1-N)EMT 3/4"
4 THWN-2 - Ground 8 AWG 1 EMT 3/4"
1410 N Parsons Pl -
2018164112/13/2023
TIGO
EI INVERTER
PV INPUT BATTERY AC GRID
MPPT2 +-G L1L2NGG
(N) TIGO TSI-3.8K-US
INVERTER
(N) TIGO CCA
KIT
+
RA485
LAN
-
E-STOP
BUTTON
3
(N) 9 JA SOLAR JAM54S31-395/MR (395W) WITH TIGO
TS4-A-O OPTIMIZER ATTACHED TO THE BACK OF EACH
MODULE
G
1
(N) JUNCTION BOX
WITH IRREVERSIBLE
GROUND SPLICE 2
=
=
=
=
=
=
=
=
PV CIRCUIT 1: 9 MODULES/SERIES
MPPT1
BACKFEED
BREAKER
M
POINT OF
DELIVERY AND
INTERCONNECTION
200A
N
(E) GROUNDING
ELECTRODE OR
(UFER)
EXISTING
240V/200A
MAIN SERVICE PANEL
SINGLE PHASE
40A
AC DISCONNECT
TO BE LOCATED
WITHIN 10' OF
METER
(N) VISIBLE
LOCKABLE
2 POLE 60A
'KNIFE' AC
DISCONNECT
4
NOTE: IN BETWEEN EACH ARRAY THE EMT IS USED AS THE
GROUNDING / BONDING, GROUND CLAMPS ARE AT EACH
END OF THE EMT CONDUIT WITH THE WIRE THEN FREE
AIR'D TO THE GROUND CLAMP ON THE RACKING RAIL
20A
15A
N
(N) 100A PV LOAD
CENTER
4
AC DISCONNECT
TO BE LOCATED
WITHIN 10' OF
METER
(E) JUNCTION BOX WITH
IRREVRESIBLE GROUND
SPLICE
(E) 8 HYUNDAI M250ORG (250W) MODULES WITH
AN ENPHASE M215-IG MICRO-INVERTER
ATTACHED TO THE BACK OF EVERY MODULE.
RO
O
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V
E
L
-
HO
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S
E
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X
T
E
R
I
O
R
EXISTING WIRE
8
PV CIRCUIT 1: 8 MODULES/PARALLEL
12
15A
N
(E) 100A PV LOAD
CENTER
(E) VISIBLE
LOCKABLE
2 POLE 30A
'KNIFE' AC
DISCONNECT
EXISTING WIRE
(E) PV SYSTEM IS RSD COMPLIANT
EXISTING WIRE
EXISTING WIRE
RO
O
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T
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GR
O
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N
D
L
E
V
E
L
-
HO
U
S
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X
T
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SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS:2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
E-1.1
METER # 222012785226
MAIN SERVICE PANEL
240/120V 1Ø, 3W
MAIN BUSS: 200A
MAX BREAKER SIZE:
(200A X 1.2) - 200A = 40.0A
1410 N Parsons Pl -
2018164112/13/2023
1.NOT ALL PLACARDS SHOWN MAY BE REQUIRED BY LOCAL AHJ. CONTRACTOR TO VERIFY PLACARD
REQUIREMENTS WITH LOCAL AHJ BEFORE INSTALLATION.
2.ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE
3.ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINE
PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTCHED BY POP
RIVETS OR SCREWS OR OTHER APPROVED METHOD.
4.DIRECTORY PLACARD MARKING CONTENT AND FORMAT: RED BACKGROUND, WHITE LETTERING,
MINIMUM 3/8" LETTER HIEGHT, ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT, NON BOLD, REFLECTIVE
WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT.
PERMANENT SIGNAGE NOTES:
WARNING!
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
POWER SOURCE OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF APPLICABLE).
PER CODE(S): CEC 2022: 705.12(B)(3)(2)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2022: 705.12(B)(3)(3)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 3 M (10 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED.
ELECTRICAL SHOCK HAZARD
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: 690.13(B)
& 706.15(C)(4)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, INVERTER/DC
DISCONNECT IF REQUIRED BY LOCAL AHJ, OR
OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): CEC 2022: 690.56(C)(2),
CFC 2022: 1204.5.3
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECTS AS SHOWN
CAUTION:
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
16.00 AMPS
240.0 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS:2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
E-2
LOCATION OF EXISTING AC
DISCONNECT & PV LOAD
CENTER
WARNING!
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL
OVERCURRENT DEVICES, EXCLUDING
MAIN SUPPLY OVERCURRENT
DEVICE, SHALL NOT EXCEED
AMPACITY OF BUSBAR.
PV INTERCONNECTION POINT.
LOCATION OF METER MAIN COMBO, AC
DISCONNECT, PV LOAD CENTER & STRING
INVERTER.
1410 N PARSONS PL
(N) SOLAR PANELS & OPTIMIZER
ON ROOF
(E) PV SYSTEM IS RSD COMPLIANT
(E) SOLAR PANELS &
MICRO-INVERTERS ON ROOF
W
S
U
N
S
W
E
P
T
A
V
E
PHOTOVOLTAIC SYSTEM
DC DISCONNECT
OPERATING VOLTAGE: 443.76 VDC
OPERATING CURRENT: 12.81 AMPS
MAX SYSTEM VOLTAGE: 501.44VDC
SHORT CIRCUIT CURRENT: 13.70 AMPS
LABEL LOCATION: INVERTER
PER CODE(S): CEC 2022: 690.53
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
S-1
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
S-2
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
S-3
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
S-4
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1410 N PARSONS PL,
SANTA ANA,
CA 92703
APN:10046201
DATE:11/2/2023
KINGSTON
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: OAV
CORE ENERGY GROUP.
S-5
Signed: 11/08/2023
Structural Only
1410 N Parsons Pl -
2018164112/13/2023
11/08/2023
RE: Structural Certification for Installation of Residential Solar
ROBERT KINGSTON:1410 N PARSONS PL, SANTA ANA, CA, 92703
Attn: To Whom It May Concern
Design Criteria
Code 2022 California Building Code (ASCE 7‐16)
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 110 mph
PV Dead Load DPV 3 psf Exposure C
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Eugene Munyanziza, P.E. Signed 11/08/2023
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle
roofing over roof plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was approximated to be
16 degrees.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
projects@evengineersnet.com
http://www.evengineersnet.com
1410 N Parsons Pl -
2018164112/13/2023
Structural Letter for PV Installation
Date: 11/08/2023
Job Address:1410 N PARSONS P
SANTA ANA, CA, 92703
Job Name:ROBERT KINGSTON
Job Number:231108RK
Scope of Work
Table of Content
Sheet
2 Cover
3 Attachment U lift checks
4 Roof Framin Check
5 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2022 California Building Code (ASCE 7‐16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
Wind Load (component and Cladding)
V 110 mph
Exposure C
References
NDS for Wood Construction
Sincerely,
Signed 11/08/2023
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV
system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's
approved installation specifications.
projects@evengineersnet.com
http://www.evengineersnet.com
1410 N Parsons Pl -
2018164112/13/2023
Wind Load Cont.
110 mph ASCE 7‐16 Figure 26.5‐1B
C
1.0 ASCE 7‐16 Sec 26.8.2
0.93 ASCE 7‐16 Table 26.10‐1
0.85 ASCE 7‐16 Table 26.6‐1
1.00 ASCE 7‐16 Table 26.9‐1
24.39 psf
16.0 Degrees
1.5 Conservatively assuming all exposed
0.8 conservatively assuming 10 ft2 effective area
Uplift (W)Zone(1,2e) Zone(2r, 2n) Zone(3e) Zone(3r)
Fig. 30‐3‐2 GCp=‐1.1 ‐2 ‐2 ‐2.4
Eq. 29.4‐7 P=qh(GCp)(γE)(γa)=‐32.19 ‐58.53 ‐58.53 ‐70.23
GCp=0.5 Figure 30.3‐2
P=qh(GCp)(γE)(γa)=8.05 Equation 29.4‐7
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
Attachment max. spacing= 6 ft
5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A ‐ NDS
2.5 in DFL Assumed
Prying Coefficient 1.4
Allowable Capacity= 760 lbs
Zone Trib Width Area (ft) Uplift (lbs) Down (lbs)
Zone(1,2e)6 16.5 191.6 182.3
Zone(2r, 2n)6 16.5 335.0 182.3
Zone(3e)6 16.5 335.0 182.3
Zone(3r)6 16.5 398.8 182.3
Conservative Max=398.8 < 760
CONNECTION IS OK
Risk Category =
KZ =
Kd =
Ke =
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
II
V=
Exposure =
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
γE=
γa=
KZt =
qh= 0.00256KzKztKdKeV2=
Pitch =
Lag Screw Penetration
projects@evengineersnet.com
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1410 N Parsons Pl -
2018164112/13/2023
Vertical Load Resisting System Design
Roof Framing Trusses
Snow Load Fully Exposed
pg= 0 psf Ct =1.1
Ce =0.9 Is =1.0
pf = 0 psf
pfmin. = 0.0 psf
ps = 0 psf Conservatively (Cs=1) 0 plf
Max Length, L = 8.0 ft (Rafter maximum Allowable Horizontal Span)
Tributary Width, WT =24 in
Dr = 10 psf 20 plf
PvDL =3 psf 18 plf
Load Case: DL+0.75(0.6W+S)
0.75(Pnet+Ps)+ Ppvcos(θ)+PDL=45 plf
Mdown=241 lb‐ft
Mallowable = Sx x Fb' (wind)= 456 lb‐ft > 241 lb‐ft OK
Load Case: DL+S
Ps+ Ppvcos(θ)+PDL=38 plf
Mdown=203 lb‐ft
Mallowable = Sx x Fb' (wind)= 456 lb‐ft > 203 lb‐ft OK
Load Case: DL+0.6W
Pnet+ Ppvcos(θ)+PDL=47.7 plf
Max Moment, Mu=254 lb‐ft
Mallowable = Sx x Fb' (wind)= 634 lb‐ft > 254 lb‐ft OK
Pv max Shear= 182.3 lbs
Shear, Vu=wL/2+Pv Point Load =334 lbs
Max Shear, Vu=wL/2+Pv Point Load =334 lb
Member Capacity
DF‐L No.2
2X4 CL CF Ci Cr KF φ λ
Fb =900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi
Fv =180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi
E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi
Emin =580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi
Depth, d = 3.5 in
Width, b = 1.5 in
Cross‐Sectonal Area, A = 5.25 in2
Moment of Inertia, Ixx =5.35938 in
ec on Mo u us, Sxx =.
Allowable Moment, Mall = Fb'Sxx =396.2 lb‐ft DCR=Mu Mall =0.53 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A =630.0 lb DCR=Vu/Vall =0.53 < 1 Satisfactory
Design Value Adjusted Value
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1410 N Parsons Pl -
2018164112/13/2023
Siesmic Loads Check
Roof Dead Load 10 psf
% or Roof with Pv 15%
Dpv and Racking 3 psf
Average Total Dead Load 10.4 psf
Increase in Dead Load 1.8%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans ‐
ROBERT KINGSTON. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this Structure's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
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1410 N Parsons Pl -
2018164112/13/2023
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
1053344
Solgen Construction, LLC
Cole Farmer
Permits@CoreEnergyGroup.com
559-462-6009
1410 N Parsons Pl, Santa Ana, CA 92703
12/04/2023
1410 N Parsons Pl -
2018164112/13/2023
To whom it may concern,
This letter serves to confirm I have chosen to have my system installed by Solgen
Construction LLC. You have my express permission to move forward with the solar
permit applied for by Solgen Construction LLC for my property at 1410 N Parsons Pl.
Santa Ana, CA 92703.
Thank you,
Robert Kingston
DocuSign Envelope ID: FE0CED3B-30A4-4C85-8F71-3D39C8C9B05D
12/2/2023
1410 N Parsons Pl -
2018164112/13/2023
DocuSign Envelope ID: FE0CED3B-30A4-4C85-8F71-3D39C8C9B05D
1410 N Parsons Pl -
2018164112/13/2023
Certificate Of Completion
Envelope Id: FE0CED3B30A44C858F713D39C8C9B05D Status: Completed
Subject: Complete with DocuSign: Robert Kingston Authorization Letter
Source Envelope:
Document Pages: 2 Signatures: 1 Envelope Originator:
Certificate Pages: 5 Initials: 0 Core Energy Group
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
727 Eagle Pass
North Salt Lake, UT 84054
proposals@coreenergygroup.com
IP Address: 173.170.204.103
Record Tracking
Status: Original
11/8/2023 12:41:24 PM
Holder: Core Energy Group
proposals@coreenergygroup.com
Location: DocuSign
Signer Events Signature Timestamp
Robert Kingston
Robinrsorell@yahoo.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Using IP Address: 76.32.190.69
Signed using mobile
Sent: 11/8/2023 12:44:35 PM
Resent: 11/17/2023 3:20:24 PM
Resent: 11/17/2023 3:20:52 PM
Viewed: 11/17/2023 4:05:43 PM
Signed: 12/2/2023 11:42:56 AM
Electronic Record and Signature Disclosure:
Accepted: 11/17/2023 4:05:43 PM
ID: 0ee0705d-ed37-402b-b73f-8c6e53edb82b
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Core Permits
permits@coreenergygroup.com
Mr.
Security Level: Email, Account Authentication
(None)
Sent: 12/2/2023 11:42:57 AM
Viewed: 12/4/2023 8:32:32 AM
Electronic Record and Signature Disclosure:
Accepted: 8/15/2023 3:05:32 PM
ID: 66ba5d5d-5f22-4bdb-a9d4-a0896bad0286
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 11/8/2023 12:44:35 PM
Envelope Updated Security Checked 11/17/2023 3:20:24 PM
Envelope Updated Security Checked 11/17/2023 3:20:24 PM
Certified Delivered Security Checked 11/17/2023 4:05:43 PM
1410 N Parsons Pl -
2018164112/13/2023
Envelope Summary Events Status Timestamps
Signing Complete Security Checked 12/2/2023 11:42:56 AM
Completed Security Checked 12/2/2023 11:42:57 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
1410 N Parsons Pl -
2018164112/13/2023
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, Solgen Construction LLC (we, us or Company) may be required by law to
provide to you certain written notices or disclosures. Described below are the terms and
conditions for providing to you such notices and disclosures electronically through the DocuSign
system. Please read the information below carefully and thoroughly, and if you can access this
information electronically to your satisfaction and agree to this Electronic Record and Signature
Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to
use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign
system.
Getting paper copies
At any time, you may request from us a paper copy of any record provided or made available
electronically to you by us. You will have the ability to download and print documents we send
to you through the DocuSign system during and immediately after the signing session and, if you
elect to create a DocuSign account, you may access the documents for a limited period of time
(usually 30 days) after such documents are first sent to you. After such time, if you wish for us to
send you paper copies of any such documents from our office to you, you will be charged a
$0.00 per-page fee. You may request delivery of such paper copies from us by following the
procedure described below.
Withdrawing your consent
If you decide to receive notices and disclosures from us electronically, you may at any time
change your mind and tell us that thereafter you want to receive required notices and disclosures
only in paper format. How you must inform us of your decision to receive future notices and
disclosure in paper format and withdraw your consent to receive notices and disclosures
electronically is described below.
Consequences of changing your mind
If you elect to receive required notices and disclosures only in paper format, it will slow the
speed at which we can complete certain steps in transactions with you and delivering services to
you because we will need first to send the required notices or disclosures to you in paper format,
and then wait until we receive back from you your acknowledgment of your receipt of such
paper notices or disclosures. Further, you will no longer be able to use the DocuSign system to
receive required notices and consents electronically from us or to sign electronically documents
from us.
All notices and disclosures will be sent to you electronically
Electronic Record and Signature Disclosure created on: 2/16/2023 3:39:07 PM
Parties agreed to: Robert Kingston, Core Permits 1410 N Parsons Pl -
2018164112/13/2023
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
electronically to you through the DocuSign system all required notices, disclosures,
authorizations, acknowledgements, and other documents that are required to be provided or made
available to you during the course of our relationship with you. To reduce the chance of you
inadvertently not receiving any notice or disclosure, we prefer to provide all of the required
notices and disclosures to you by the same method and to the same address that you have given
us. Thus, you can receive all the disclosures and notices electronically or in paper format through
the paper mail delivery system. If you do not agree with this process, please let us know as
described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
electronically from us.
How to contact Solgen Construction LLC:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
receive notices and disclosures electronically as follows:
To contact us by email send messages to: proposals@solgen.co
To advise Solgen Construction LLC of your new email address
To let us know of a change in your email address where we should send notices and disclosures
electronically to you, you must send an email message to us at proposals@solgen.co and in the
body of such request you must state: your previous email address, your new email address. We
do not require any other information from you to change your email address.
If you created a DocuSign account, you may update it with your new email address through your
account preferences.
To request paper copies from Solgen Construction LLC
To request delivery from us of paper copies of the notices and disclosures previously provided
by us to you electronically, you must send us an email to proposals@solgen.co and in the body
of such request you must state your email address, full name, mailing address, and telephone
number. We will bill you for any fees at that time, if any.
To withdraw your consent with Solgen Construction LLC
To inform us that you no longer wish to receive future notices and disclosures in electronic
format you may:
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i. decline to sign a document from within your signing session, and on the subsequent page,
select the check-box indicating you wish to withdraw your consent, or you may;
ii. send us an email to proposals@solgen.co and in the body of such request you must state your
email, full name, mailing address, and telephone number. We do not need any other information
from you to withdraw consent.. The consequences of your withdrawing consent for online
documents will be that transactions may take a longer time to process..
Required hardware and software
The minimum system requirements for using the DocuSign system may change over time. The
current system requirements are found here: https://support.docusign.com/guides/signer-guide-
signing-system-requirements.
Acknowledging your access and consent to receive and sign documents electronically
To confirm to us that you can access this information electronically, which will be similar to
other electronic notices and disclosures that we will provide to you, please confirm that you have
read this ERSD, and (i) that you are able to print on paper or electronically save this ERSD for
your future reference and access; or (ii) that you are able to email this ERSD to an email address
where you will be able to print on paper or save it for your future reference and access. Further,
if you consent to receiving notices and disclosures exclusively in electronic format as described
herein, then select the check-box next to ‘I agree to use electronic records and signatures’ before
clicking ‘CONTINUE’ within the DocuSign system.
By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm
that:
You can access and read this Electronic Record and Signature Disclosure; and
You can print on paper this Electronic Record and Signature Disclosure, or save or send
this Electronic Record and Disclosure to a location where you can print it, for future
reference and access; and
Until or unless you notify Solgen Construction LLC as described above, you consent to
receive exclusively through electronic means all notices, disclosures, authorizations,
acknowledgements, and other documents that are required to be provided or made
available to you by Solgen Construction LLC during the course of your relationship with
Solgen Construction LLC.
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