BSOL2025-0056BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 04/08/2025
ISSUED DATE: 05/15/2025
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Solar
53600 AVENIDA OBREGON
BSOL2025-0056
774115004
Lot 4 MB 19/33 SANTA CARMELITA AT VALE
LA QUINTA UNIT 19
$8,000.00
RC, 4
Owner:ANGEL DIAZ
Applicant:Josh Potashnick
2300 S reservoir St suite 402 suite 402, Pomona,
CA 91766
Contractor:Josh Potashnick / 1021860
2300 S reservoir St suite 402 suite 402, Pomona,
CA 91766
Declaration / Acknowledgement
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors’ State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 7031.5,
Business and Professions Code: Any city or county that requires a permit
to construct, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the
Contractors’ State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] Any violation of Section 7031.5 by any applicant for a permit
subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors’ State License Law does not apply to an owner of
property who, through employees’ or personal effort, builds or improves
the property, provided that the improvements are not intended or offered
for sale. If, however, the building or improvement is sold within one year of
completion, the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors’ State License Law.
As an Owner-Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner-builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
WORKERS’ COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION
TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION
3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.
1) Has and will maintain a certificate of consent to self-insure for workers’
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has and will maintain workers’ compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which
this permit is issued.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers’ compensation laws of California, and agree that, if should
become subject to the workers’ compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being performed under or
pursuant to any permit issued as a result of this application, the owner, and
the applicant, each agrees to, and shall defend, indemnify and hold harmless
the City of La Quinta, its officers, agents, and employees for any act or
omission related to the work being performed under or following issuance of
this permit.
2) Any permit issued as a result of this application becomes null and void if
work is not commenced within 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above-mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 6/27/25 9:27 am Page 1 of 4
Permit Type:
Permit Number:
Property Address:
Solar
BSOL2025-0056
53600 AVENIDA OBREGON
BUILDING PERMIT
construction lender preliminary notice from that duty.
Printed: 6/27/25 9:27 am Page 2 of 4
Permit Type:
Permit Number:
Property Address:
Solar
BSOL2025-0056
53600 AVENIDA OBREGON
BUILDING PERMIT
8.51kWDC ROOF MOUNTED SOLAR PV SYSTEM - (21) 405W JA SOLAR JAM54S31-405/MR MODULES W/SOLAREDGE S500B
OPTIMIZERS (1) SOLAREDGE SE7600H-USMNUBL75[240V] INVERTER, (1) 60AMP AC DISCONNECT, INTERCONNECTED WITH THE
EXISTING 125 AMP MAIN SERVICE ELECTRICAL PANEL (441SF).2022 CALIFORNIA ELECTRICAL CODE.
Use of Permit
Construction Details
ResidentialPV System Type 8.51System Size (kW DC)2PV Strings (EA)
0PV Miscellaneous
Equipment EA
RCZoning MHDRGeneral Plan
Within La Quinta LimitsCity Limits SANTA CARMELITA AT
VALE LA QUINTA UNIT 19
Subdivision Name 4Lot Number
639.109Lot Size 18175Centerlines Lot 4 MB 19/33 SANTA
CARMELITA AT VALE LA
QUINTA UNIT 19
Legal Description
Valuation Details
Type Group Sq Ft Value
Financial Information
Fee AmountFee Amount PaidInvoice No.
INV-00014814 $120.88 Permit Issuance $120.88
$31.81 Solar (PV) Less than 10kW PC $31.81
$12.00 Digital Archiving and Records Management Fee - OTC $12.00
$9.22 Technology Enhancement Fee $9.22
$1.00 Building Standards Administration $1.00
$31.81 Solar (PV) Less than 10kW $31.81
$206.72 $206.72 Total for Invoice INV-00014814
Grand Total for Permit $206.72 $206.72
Workflow / Inspections
Workflow Step / Action Name Action Type Start Date End Date
Application Completeness Check v.1 04/08/2025 10:51
Submittal Document Verification v.1 Generic Action 04/08/2025 10:51
Plan Check v.1 04/08/2025 0:00 04/18/2025 15:34
Solar - Outside Consultant Review v.1 Receive Submittal 04/08/2025 0:00 04/18/2025 15:34
Permit Issuance v.1 04/18/2025 15:43 05/15/2025 14:23
Verify Contractor info & Conditions have been met v.1 Generic Action 04/18/2025 15:43
Verify & Invoice Fees v.1 Generic Action 05/15/2025 14:17
Verify Fee Payment & Issue Permit v.1 Generic Action 05/15/2025 14:22
Print, Attach, and Email Building Permit v.1 Create Report 05/15/2025 14:23 05/15/2025 14:23
Solar Inspections v.1
Rough Electrical v.1 Inspection
Temp Use of Permanent Power v.1 Inspection
Inspections - Final v.1 05/23/2025 0:00 05/28/2025 12:58
Solar Final v.1 Inspection 05/23/2025 0:00 05/28/2025 12:58
Printed: 6/27/25 9:27 am Page 3 of 4
Permit Type:
Permit Number:
Property Address:
Solar
BSOL2025-0056
53600 AVENIDA OBREGON
BUILDING PERMIT
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Inspections
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Certificate of Occupancy
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Service Utilities
Printed: 6/27/25 9:27 am Page 4 of 4
Page 1 of 2
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Signed on: 03/17/2025
03/17/2025
SUN CAPITAL ENERGY
Subject: Structural Certification for Installation of Residential Solar
Job: ANGEL DIAZ
Project Address: 53600 AVENIDA OBREGON , LA QUINTA, CA, 92253
Attn.: To Whom It May Concern
Observation of the condition of the existing framing system was performed by an audit team
of SUN CAPITAL ENERGY.
After review of the field observation data, structural capacity calculations were performed in
accordance with applicable building codes to determine adequacy of the existing roof
framing supporting the proposed panel layout. Please see full Structural Calculations report
for details regarding calculations performed and limits of scope of work and liability. The
design criteria and structural adequacy are summarized below:
Design Criteria
Code: CBC 2023, ASCE 7-22
Risk Category: II
Ult Wind Speed: 96.0 mph
Ground Snow: 8.0 psf
Min Snow Roof: N/A
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
Page 2 of 2
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Summaries:
Check 1: Shingle roofing supported by 2x6 Rafter @ 24 in. OC spacing. The roof is sloped
at approximately 23 degrees and has a max beam span of 12.0 ft between supports. Roof
is adequate to support the imposed loads. Therefore, no structural upgrades are required.
Page 1 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Signed on: 03/17/2025
03/17/2025
SUN CAPITAL ENERGY
Attn.: To Whom It May Concern
Job: ANGEL DIAZ
Project Address: 53600 AVENIDA OBREGON , LA QUINTA, CA, 92253
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. I certify
All mounting that the roof structure has sufficient structural capacity for the applied PV loads.
equipment shall be designed and installed per manufacturer's approved installation
specifications.
Design Criteria
Code: CBC 2022, ASCE 7-16
Risk Category: II
Live Load: 20 psf
Ult Wind Speed: 96.0 mph
Exposure Cat: C
Ground Snow: 8.0 psf
Min Snow Roof: N/A
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
Page 2 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Roof Properties:
Check 1
Roof Type:Shingle
Roof Pitch (deg):23
Mean Roof Height (ft):13.00
Attachment Trib Width (ft):3.25
Attachment Spacing (ft):6.00
Framing Type:Rafter
Framing Size:2x6
Framing OC Spacing (in):24.00
Section Thickness, b (in):1.50
Section Depth, d (in):5.50
Section Modulus, Sx (in ):3 7.562
Moment of Inertia, Ix (in ):4 20.797
Unsupported Span (ft):16.00
Upper Chord Length (ft):16.00
Deflection Limit D+L (in):3.200
Deflection Limit S or W (in):2.133
Framing Upgrade:No
Sister Size:N/A
Wood Species:DF
Wood Fb (psi):900.00
Wood Fv (psi):180.00
Wood E (psi): 1,600,000.00
C (Wind):D 1.60
C (Snow):D 1.15
C :LS 1.00
C = C = C = C :M t L i 1.00
C :F 1.30
C :fu 1.00
C :r 1.15
F'b Wind (psi):2,152.80
F'b Snow (psi):1,547.32
F'v Wind (psi):288.00
F'v Snow (psi):207.00
Moment Allowable Wind (lb-ft):1,356.71
Moment Allowable Snow (lb-ft):975.14
V Allowable Wind (lbs):1,584.00
V Allowable Snow (lbs):1,138.50
E' (psi):1,600,000
Page 3 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Load Calculations:
Dead Load Calculations:
Check 1
Panel Dead Load (psf):3.00
Roofing Weight (psf):3.00
Decking Weight (psf):2.00
Framing Weight (psf):0.95
Misc. Additional Weight (psf):1.00
Existing Dead Load (psf):6.95
Total Dead Load (psf):9.95
Wind Load Calculations:
Check 1
Ultimate Wind Speed (mph):96.00
Directionality Factor, kd:0.85
Topographic Factor, kzt:1.00
Velocity Press Exp Factor, kz:0.85
Velocity Pressure, qz (psf):16.11
External Pressure Up, GCp :1 -2.00
External Pressure Up, GCp :2 -2.57
External Pressure Up, GCp :3 -3.06
External Pressure Down, GCp:0.46
Design Pressure Up, p :1 -22.24
Design Pressure Up, p :2 -28.56
Design Pressure Up, p :3 -34.00
Design Pressure Down, p (psf):16.00
Snow Load Calculations:
Check 1
Ground Snow Load, pg (psf):8.00
Min Flat Snow, pf_min (psf):0.00
Min Sloped Snow, ps_min (psf):0.00
Snow Importance Factor, Ic:1.00
Exposure Factor, Ce:0.90
Thermal Factor, Ct:1.10
Flat Roof Snow, pf (psf):4.16
Slope Factor, Cs:1.00
Sloped Roof Snow, ps (psf):4.16
Page 4 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Hardware Checks:
Lag Screw Check:
Check 1
Ref. Withdrawal Value, W (lb/in):266.00
(C = C = C = 1.0) C :m t eg D 1.60
Adjusted Withdrawal Value, W' (lb/in):425.60
Penetration, p (in.):2.50
Allowable Withdrawal Force, W'p (lbs):1,064.00
Applied Uplift Force (lbs):-255.67
Uplift DCR:0.240
Ref. Lateral Value, Z (lbs):270.00
(C = C = C = C = 1.0) C :m t delta eg D 1.15
Adjusted Lateral Value, Z' (lbs):310.50
Applied Lateral Force (lbs):43.13
Angle of Resultant Force, alpha (deg):80.43
Adjusted Interaction Lateral Value, Z'alpha (lbs):997.04
Lateral DCR:0.043
Page 5 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Roof Framing Checks:
Force Checks
LC1: D+S Check 1
Applied Moment (lb-ft):902.6
Applied Shear (lbs):224.5
Allowable Moment (lb-ft):975.1
Allowable Shear (lbs):1,138.5
Moment DCR:0.926
Shear DCR:0.197
LC2: D+0.6W Check 1
Applied Moment (lb-ft):1,250.9
Applied Shear (lbs):311.1
Allowable Moment (lb-ft):1,356.7
Allowable Shear (lbs):1,584.0
Moment DCR:0.922
Shear DCR:0.196
LC3: D+0.75(S+0.6W)Check 1
Applied Moment (lb-ft):1,296.9
Applied Shear (lbs):322.5
Allowable Moment (lb-ft):1,356.7
Allowable Shear (lbs):1,584.0
Moment DCR:0.956
Shear DCR:0.204
LC4: 0.6D+0.6W Check 1
Applied Moment (lb-ft):996.3
Applied Shear (lbs):247.8
Allowable Moment (lb-ft):1,356.7
Allowable Shear (lbs):1,584.0
Moment DCR:0.734
Shear DCR:0.156
Page 6 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Deflection Checks (Service Level):
LC1: D+L Check 1
Deflection (in.):3.582
Deflection Limit (in.):3.200
Deflection DCR:1.119
LC2: S Check 1
Deflection (in.):0.369
Deflection Limit (in.):2.133
Deflection DCR:0.173
LC3: W (Down)Check 1
Deflection (in.):0.596
Deflection Limit (in.):2.133
Deflection DCR:0.279
LC4: W (Up)Check 1
Deflection (in.):0.828
Deflection Limit (in.):2.133
Deflection DCR:0.388
Page 7 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Seismic Check:
Existing Weight:
Wall Weight (psf):17.00
Tributary Wall Area (ft ):2 1,400.00
Total Wall Weight (lbs):23,800.00
Roof Weight (psf):6.95
Roof Area (ft ):2 4,875.00
Total Roof Weight (lbs):33,858.40
Total Existing Weight (lbs):57,658.40
Additional PV Weight:
PV Panel Weight (lbs):64.35
Number of Panels:21
Total Additional PV Weight (lbs):1351.35
Weight Increase:
(Existing W + Additional W) ÷ (Existing W) = 102.34%
The increase in weight as a result of the solar system is less than 10% of the existing
structure. Therefore, no further seismic analysis is required.
Page 8 of 8
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
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 the engineering consulting firm
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.
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
COVER SHEET
SHEET INDEX:
PV 0.0: COVER SHEET
PV 1.0: SITE PLAN
S 1.0: MOUNT DETAILS
S 1.1: POWERWALL CUT SHEET
E 1.1: 3-LINE DIAGRAM
E 1.2: NOTES
E 1.3: WARNING LABELS
DS+ EQUIPMENT SPEC SHEET
ROOF ACCESS POINT
ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS
THAT REQUIRE THE PLACEMENT OF GROUND LADDERS
OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND
LOCATED AT STRONG POINTS OF BUILDING
CONSTRUCTION IN LOCATIONS WHERE THE ACCESS
POINT DOES NOT CONFLICT WITH OVERHEAD
OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS.
SCALE: NTS
2 SATELLITE VIEW
PV 0.0
SCALE: NTS
3 VICINITY MAP
PV 0.0
GENERAL NOTES:
a. INSTALLATION OF SOLAR PHOTOVOLTAIC SYSTEM SHALL BE IN ACCORDANCE WITH NEC ARTICLE 690, AND ALL
OTHER APPLICABLE NEC CODES WHERE NOTED OR EXISTING.
b. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL
COMPLY WITH NEC ARTICLE 110.
c. ALL CONDUCTORS, INCLUDING THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL
DAMAGE IN ACCORDANCE WITH NEC ARTICLE 250.
d. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE; THIS SYSTEM IS UTILITY INTERACTIVE PER UL 1741 AND
DOES NOT INCLUDE STORAGE BATTERIES OR OTHER ALTERNATIVE STORAGE SOURCES.
e. ALL DC WIRES SHALL BE SIZED ACCORDING TO [NEC 690.8]
f. DC CONDUCTORS SHALL BE WITHIN PROTECTED RACEWAYS IN ACCORDANCE WITH [CEC 690.31]
g. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL JURISDICTIONAL BUILDING CODE.
h. PV MODULES TO BE RATED UL 1703 CLASS C FIRE RATING OR BETTER.
i. ALL EQUIPMENT TO BE CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
PHOTOVOLTAIC SYSTEM SPECIFICATIONS:
PHOTOVOLTAIC ROOF MOUNT SYSTEM
21 MODULES-ROOF MOUNTED - 8.505 kW DC, 7.600 kW AC, 53600 AVENIDA OBREGON , LA QUINTA, CA 92253
SCALE: 3/32" = 1'-0"
1 PLOT PLAN
PV 0.0 ALL EQUIPMENT SHOULD BE PLACE 36" AWAY FROM GAS METER
INTERCONNECTION METHOD : BACKFEED BREAKER
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC)
2022 CALIFORNIA HISTORICAL BUILDING CODE (CHBC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (CEC)
GOVERNING CODES:
SYSTEM SIZE: 8.505 kW DC
7.600 kW AC
MODULE TYPE & AMOUNT: (21)JA SOLAR JAM54S31-405/MR [405W]
MODULE DIMENSIONS:(L/W/H) 67.79"/44.64"/1.18"
INVERTER:(01)SOLAREDGE HOME HUB SE7600H-USMNUBL75 [240V]
OPTIMIZER:(21) SOLAREDGE S500B OPTIMIZER
INTERCONNECTION METHOD: LOAD BREAKER
AHJ:CITY OF LA QUINTA
FENCE
CHIMNEY
MAIN HOUSE
M
EXISTING EXTERIOR
MAIN SERVICE PANEL
EXTERIOR UTILITY METER
PATIO
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DRIVEWAY
ROOF #1
(11)JA SOLAR JAM54S31-405/MR
[405W]
SLOPE: 23°
AZIM.: 180°
ROOF #2
(07)JA SOLAR JAM54S31-405/MR [405W]
SLOPE: 23°
AZIM.: 90°
ROOF #3
(03)JA SOLAR
JAM54S31-405/MR [405W]
SLOPE: 23°
AZIM.: 90°
PROPERTY LINE
PR
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PROPERTY LINE
PR
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GARAGE
PATIO
ROOF ACCESS POINT
STAMPED 03/17/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
8.51kWDC ROOF MOUNTED SOLAR PV
SYSTEM - (21) 405W JA SOLAR
JAM54S31-405/MR MODULES
W/SOLAREDGE S500B OPTIMIZERS (1)
SOLAREDGE SE7600H-USMNUBL75[240V]
INVERTER, (1) 60AMP AC DISCONNECT,
INTERCONNECTED WITH THE EXISTING
125 AMP MAIN SERVICE ELECTRICAL
PANEL (441SF).2022 CALIFORNIA
ELECTRICAL CODE.
BSOL2025-0056
3'-0"15'-5"
11
'
-
2
"
11
'
-
5
"
21
'
-
6
"
9'-1"11'-4"4'-6"NEW PV ATTACHMENTS
AT 6'-0" O.C.
Rev
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Sheet Number
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11" X 17"
DateDescription
REVISIONS
Signature with Seal
Project Name &
Address
PV 1.0
13-MAR-25
DATE
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
SITE PLAN
SCALE: 1/8" = 1'-0"
1 SITE PLAN
PV 1.0
PHOTOVOLTAIC SYSTEM SPECIFICATIONS:SYSTEM LEGEND
= EXTERIOR RUN
= CONDUIT ROOF TOP JUNCTION BOX
ALL EQUIPMENT SHOULD BE PLACE 36" AWAY FROM GAS METER
NOTE:
3/4" OR GREATER PV CONDUIT RUN (7/8"
ABOVE ROOF SURFACE)
EXTERIOR UTILITY METER.
EXISTING EXTERIOR MAIN SERVICE PANELM
INTERCONNECTION METHOD : BACKFEED BREAKER
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER,
DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL NOT BE
INSTALLED WITHIN 3’ OF THE GAS METERS’ SUPPLY OR DEMAND
PIPING.
STRING #2 - 10 MODULES
STRING #1 - 11 MODULES
STRING(S)
ROOF SECTIONS
MODULE, ARRAY WEIGHT (LOAD CALC'S)
Number of Modules 21
Module Weight 47.39 LBS
Total Module (Array) Weight 995.19 LBS
Number of Attachment point 40
Mounting System Weight
(Per Module)1.5 LBS
Mounting System Weight 60.00 LBS
Total System Weight
(Module Weight + Mounting System Weight)1055.19 LBS
Weight at Each Attachment Point
(Array Weight / Number of Attachment Point)24.88 LBS
Module Area (67.79"x44.64")21.01 SqFt
Total Array Area 441.31 SqFt
Distributed Load
(Total System Weight / Total Array Area)2.33 Per SqFt
Total Roof Area 2662 SqFt
Total Percentage of Roof Covered
Total Array Area / Total Roof Area)*100 16.58%
BILL OF MATERIALS
NUMBER OF MODULES 21
JA SOLAR JAM54S31-405/MR [405W]
NUMBER OF INVERTER &
BATTERY 01 NEW SOLAREDGE HOME HUB
SE7600H-USMNUBL75 [240V] INVERTER
OPTIMIZER 21 SOLAREDGE S500B OPTIMIZER
AC DISCONNECT 1 60A NON-FUSIBLE AC DISCONNECT, 240V
NUMBER OF ATTACHMENTS 40 UNIRAC FLASH LOC ATTACHMENTS
RAILS 18 UNIRAC SM LIGHT RAIL 168" MILL
RAIL SPLICE 6 SPLICE KIT
MID CLAMPS 32 MID CLAMPS / UFO
END CLAMPS 20 END CLAMPS / STOPPER SLEEVE
GROUNDING LUG 5 GROUNDING LUG
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EXTERIOR UTILITY METER
EXISTING EXTERIOR MAIN
SERVICE PANEL SERVE
MODULE - 03
SLOPE - 23°
AZIMUTH - 90°
MATERIAL - COMP. SHINGLE
RAFTER SIZE & SPACING - 2"X6" @ 24" O.C.
MODULE - 07
SLOPE - 23°
AZIMUTH - 90°
MATERIAL - COMP. SHINGLE
RAFTER SIZE & SPACING - 2"X6" @ 24" O.C.
MODULE - 11
SLOPE - 23°
AZIMUTH - 180°
MATERIAL - COMP. SHINGLE
RAFTER SIZE & SPACING - 2"X6" @ 24" O.C.
ROOF #01
ROOF #02
ROOF #03
NEW 01 - SOLAREDGE HOME HUB
SE7600H-USMNUBL75 [240V] INVERTER.I
= ATTACHMENT POINTS
= RAFTER
= ROOF OBSTRUCTIONS
= FIRE PATHWAY
= RACKING SYSTEM
21 NEW JA SOLAR JAM54S31-405/MR [405W]
MODULES WITH SOLAREDGE OPTIMIZER MOUNTED
ON THE BACK OF EACH MODULES.
NEW PHOTOVOLTAIC UTILITY DISCONNECT SWITCH.
LOCATED WITHIN 10' OF MSP.AC
ROOF #01
ROOF #03
RO
O
F
#
0
2
18" FIRE SETBACK
18" FIRE SETBACK
18" FIRE SETBACK
18" FIRE SETBACK
18
"
F
I
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S
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T
B
A
C
K
18
"
F
I
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S
E
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B
A
C
K
1
8
"
F
I
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E
S
E
T
B
A
C
K
1
8
"
F
I
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S
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B
A
C
K
36" FIRE SETBACK
36
"
F
I
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S
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B
A
C
K
36
"
F
I
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S
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B
A
C
K
36" FIRE SETBACK
M
I
AC
NEW SOLAREDGE HOME HUB
SE7600H-USMNUBL75 [240V]
INVERTER
NEW PV AC DISCONNECT
GROUPEDWITH SERVICE
EQUIPMENT
(VISIBLE, LOCKABLE, LABELED)
SYSTEM SIZE: 8.505 kW DC
7.600 kW AC
MODULE TYPE & AMOUNT: (21)JA SOLAR JAM54S31-405/MR [405W]
MODULE DIMENSIONS:(L/W/H) 67.79"/44.64"/1.18"
INVERTER:(01)SOLAREDGE HOME HUB SE7600H-USMNUBL75 [240V]
OPTIMIZER:(21) SOLAREDGE S500B OPTIMIZER
INTERCONNECTION METHOD: LOAD BREAKER
AHJ:CITY OF LA QUINTA
STAMPED 03/17/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
BSOL2025-0056
Rev
Sheet Name
Sheet Size
Sheet Number
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11" X 17"
DateDescription
REVISIONS
Signature with Seal
Project Name &
Address
S 1.0
13-MAR-25
DATE
5
3
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
MOUNT DETAIL
GENERAL STRUCTURAL NOTES:
ROOF TYPE: - COMP. SHINGLE
NUMBER OF LAYERS: - 01
ROOF FRAME: - 2"X6" RAFTER @ 24" O.C.
STORY: - ONE STORY
SNOW LOAD : - 08 PSF
WIND SPEED :- 96 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.732431, -117.202459
OCCUPANCY GROUP: R3/SINGLE FAMILY RESIDENTIAL
DESIGN CRITERIA:
2 ATTACHMENT DETAIL (ENLARGED VIEW)
ATTACHMENT DETAIL
SCALE - NTS
1
SCALE: NTS
1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE
ROOF FRAMING USING THE SUNPOWER
INVISIMOUNT RACKING SYSTEM WITH PEGASUS
TILE REPLACE MOUNT ATTACHMENTS. THE
MOUNTING FEET ARE TO BE SPACED AS SHOWN
IN THE DETAILS, AND MUST BE STAGGERED TO
ADJACENT FRAMING MEMBERS TO SPREAD OUT
THE ADDITIONAL LOAD.
2. UNLESS NOTED OTHERWISE, MOUNTING
ANCHORS SHALL BE 5/16"X4.5" SS LAG BOLT WITH
MIN 2-1/2" THREAD EMBEDMENT, SEALED
PENETRATION INTO ROOF FRAMING.
3. THE PROPOSED PV SYSTEM ADDS 2.6 PSF TO THE
ROOF FRAMING SYSTEM.
4. ROOF LIVE LOAD = 20 PSF TYPICAL, 0 PSF UNDER
NEW PV SYSTEM.
(N)PV MODULE
ENLARGED VIEW
(E) 2"X6" RAFTER
@ 24" O.C.
(E)COMP. SHINGLE ROOF
~
4
"
1
.
1
8
SS SERRATED FLANGE NUT
(N)PV MODULEFLASHLOC BASE MILL
SS SERRATED T-BOLT
UNIRAC SM LIGHT RAIL
5/16" STAINLESS STEEL LAG BOLT WITH
2-1/2" MIN. EMBEDMENT AND SS EPDM
WASHER
2.5" MIN.
EMBEDMENT
(E)COMP. SHINGLE ROOF
ROOF
BUILDING STRUCTURE
END / MID CLAMP
~4
"
##
#
#
STAMPED 03/17/2025
STRUCTURAL NOTES :
1.. THESE PLANS ARE STAMPED FOR
STRUCTURAL CODE COMPLIANCE OF THE
ROOF FRAMING SUPPORTING THE PROPOSED
PV INSTALLATION ONLY.
2.. THESE PLANS ARE NOT STAMPED FOR
WATER LEAKAGE.
3.. PV MODULES, RACKING, AND ATTACHMET
COMPONENTS MUST FOLLOW MANUFACTURER
GUIDELINES AND REQUIREMENTS.
4.. PLEASE SEE THE ACCOMPANYING
STRUCTURAL CALCULATIONS REPORT FOR
ADDITIONAL INFORMATION.
5.. PRIOR TO THE COMMENCEMENT OF WORK
THE SOLAR INSTALLER SHALL VERIFY THE
ROOF FRAMING INFORMATION BEFORE
INSTALLATION AND NOTIFY THE E.O.R. IF THERE
IS ANY INCONSISTENCY BETWEEN SITE
VERIFICATION AND THE FOLLOWING: 2x6
RAFTERS @ 24" OC SPACING WITH A MAX
UNSUPPORTED SPAN EQUAL TO OR LESS THAN
12 FT.
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
BSOL2025-0056
Rev
Sheet Name
Sheet Size
Sheet Number
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11" X 17"
DateDescription
REVISIONS
Signature with Seal
Project Name &
Address
E 1.1
13-MAR-25
DATE
5
3
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
3-LINE
DIAGRAM
WIRE
TAG #
CONT. CURR
X 125%
CONDUIT
FILL:
WIRE
OCP
TEMP
DE-RATE:
WIRE
AMP:WIRE SIZE\TYPE\AMP.
x x20A
x x20A
x x40A
18.75A
40.00A
MAX PARALLEL
DEVICES
1
2
3
18.75A 0.91
0.88
0.88
1
1
32.0A
x
x
C.C
RATING
15A
15A
=
=
=
x
x
PV CURR.
MULT
N/A
N/A
TOTAL
CURR
15A
15A
32.0A
\ USE-2 \
#C.C.C.CONDUIT
PV WIRE
IN AIR
3/4" EMT
3/4" EMT
@90°C30A#12 30A
\ THWN \@75°C35A#10 35A
\ THWN \@75°C50A#8 50A
4 0.80
4 0.80
3 1.00
DERATED
AMPACITY
21.84A
24.64A
44.00A
MAX. CONT. CURRENT
1 x x N/A
GND
#6 AWG
#8 AWG
#10 AWG
15A
15A
32.0A
Rooftop conductor ampacities designed in compliance
with art. 690.8, Tables 310.15(B)(2)(a),
310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16),
Chapter 9 Table 4, 5, & 9. Location specific
temperature obtained from ASHRAE 2017 data tables
AMBIENT TEMP (HIGH TEMP 2%)
RECORD LOW TEMP -2°C
37°C
CONDUIT HEIGHT 0.5"
ROOF TOP TEMP 60°C
CONDUCTOR TEMPERATURE RATE 90°C
PHOTOVOLTAIC SYSTEM
DC SYSTEM SIZE (WATTS)
NOMINAL AC VOLTAGE 240V
8505W
AC SYSTEM SIZE (WATTS)7600W
TOTAL NUMBER OF MODULES 21
SYSTEM SIZE: 8.505 kW DC
7.600 kW AC
MODULE: (21)JA SOLAR JAM54S31-405/MR [405W]
INVERTER: (01)SOLAREDGE HOME HUB SE7600H-USMNUBL75 [240V]
OPTIMIZER: (21) SOLAREDGE S500B OPTIMIZER
MANUFACTURER
DC INPUT POWER 500 W
SOLAREDGE S500B
DC MAX INPUT VOLTAGE
DC MAX INPUT CURRENT
DC MAX OUTPUT CURRENT
125V
15A
OPTIMIZER SPECIFICATIONS
NOTE :
ATTIC RUN - YES
SHUTDOWN - YES
SOLAREDGE CONSUMPTION CTs
=
ACDC
(N)SOLAREDGE HOME HUB
SE7600H-USMNUBL75 [240V] INVERTER
OUTPUT: 240VAC, 32.0A, RATED POWER 7600W
99% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
1 2
- +
+
- +
++---
=
=
=
=
=
=
- +
2 101
- +
+
- +
++---
=
=
=
=
=
=
- +
2 111
(N) SOLAREDGE S500B
OPTIMIZER(S)
21 NEW JA SOLAR JAM54S31-405/MR [405W]
MODULES WITH SOLAREDGE OPTIMIZER
MOUNTED ON THE BACK OF EACH MODULE.
(N) JUNCTION BOX
600V, NEMA 4
UL LISTED
120% RULE
BUS BAR RATING X 120%) - MAIN BREAKER RATING
= MAX. PV OCPD
(125A x 120%) - 100 = 50A
G
N
100A
M
40A
(E) LOADS
G
N
3
EXISTING GROUNDING
ELECTRODE SYSTEM
(N) LOCKABLE BLADE TYPE
NON-FUSIBLE AC
DISCONNECT NEMA 3R
60A-2P 120/240VAC
3
EXISTING 240V/125A BUS BAR RATING, MAIN
SERVICE PANEL, SINGLE PHASE, WITH A 100A
MAIN DISCONNECT
(N) PV BREAKER
POINT OF INTERCONNECT, LOAD SIDE
15A
INVERTER CHARACTERISTICS - SOLAREDGE SE 7600H-US [240V]
MAX OUTPUT POWER 7600 W
SYSTEM OPERATING VOLTAGE 400 V
MAX CONTINOUS OUTPUT CURRENT 32 A
MAX INPUT VOLTAGE 480 V
SYSTEM SHORT CIRCUIT CURRENT 15 A
MAX EFFICIENCY 99 %
PV MODULE RATING @ STC
MANUFACTURER
MAX. POWER-POINT CURRENT (IMP)
MAX. POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
12.98 AMPS
31.21 VOLTS
37.23 VOLTS
13.87 AMPS
NOM. MAX. POWER AT STC (PMAX)
MAX. SYSTEM VOLTAGE
VOC TEMPERATURE COEFFICIENT
405 WATT
1000V (IEC/UL) or 1000V (IEC/UL)
0.275 %/°C
JA SOLAR JAM54S31-405/MR [405W]
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
BSOL2025-0056
Rev
Sheet Name
Sheet Size
Sheet Number
AN
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DateDescription
REVISIONS
Signature with Seal
Project Name &
Address
E 1.2
13-MAR-25
DATE
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
NOTES
SITE NOTES:
1.A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA
REGULATIONS.
2.THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A
UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES.
3.THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL,
OR BUILDING ROOF VENTS.
4.PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED
ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION CEC 110.26.
5.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.
EQUIPMENT LOCATIONS:
1.ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC 110.26.
2.WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED
OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND CEC TABLES
310.15 (B)(2)(A) AND 310.15 (B)(3)(C).
3.JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES
ACCORDING TO CEC 690.34.
4.ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT
WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.2.6 ALL EQUIPMENT SHALL BE
INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO CEC
APPLICABLE CODES.
5.ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR
USAGE WHEN APPROPRIATE.
STRUCTURAL NOTES:
1.RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO
CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED
SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE
BEYOND EITHER EDGE OF THE ARRAY / SUBARRAY, ACCORDING TO RAI
MANUFACTURER’S INSTRUCTIONS.
2.JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. IF
ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL
REQUIREMENTS.
3.ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/
APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR.
4.ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE
SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. 2.3.6 WHEN
POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED
AMONGST THE ROOF FRAMING MEMBERS.
WIRING & CONDUIT NOTES:
1.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.
2.CONDUCTORS SIZED ACCORDING TO CEC 690.8, CEC 690.7.
3.VOLTAGE DROP LIMITED TO 1.5%.
4.DC WIRING LIMITED TO MODULE FOOTPRINT. MICRO INVERTER WIRING
SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY W/ SUITABLE
WIRING CLIPS.
5.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 [CEC 110.15].
GROUNDING NOTES:
1.GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND
GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH
USE.
2.PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO CEC 690.43 AND MINIMUM
CEC TABLE 250.122.
3.METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A).
4.EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO CEC
690.45 AND MICRO INVERTER MANUFACTURERS’ INSTRUCTIONS.
5.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.
6.THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT
THE REMOVAL OFA MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO
ANOTHER MODULE.
7.GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED
GREEN OR MARKED GREEN IF #4 AWG OR LARGER [CEC 250.119]
8.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.
9.GROUND-FAULT DETECTION SHALL COMPLY WITH CEC 690.41(B)(1) AND (2) TO
REDUCE FIRE HAZARDS
DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:
1.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).
2.DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE
LOCKABLE, AND BE A VISIBLE-BREAK SWITCH
3.PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID
SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY
RESPONDERS IN ACCORDANCE WITH 690.12(A) THROUGH (D).
4.ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC 690.8, 690.9, AND
240.
5.MICRO INVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR GROUPED
FUSES IN ACCORDANCE WITH CEC 110.3(B).
6.IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION
ACCORDING TO CEC 690.11 AND UL1699B.
INTERCONNECTION NOTES:
1.LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [CEC 705.12 (B)]
2.THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT
EXCEED 120% OF BUS BAR RATING [CEC 705.12(D)(2)(3)].
3.THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT
AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUS BAR
SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUS BAR, PV
DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS
FROM THE UTILITY SOURCE OCPD [CEC 705.12(B)(2)(3)].
4.AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL
RATING OF ALL OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF
BUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDED
ACCORDING TO CEC 705.12 (B)(2)(3)(C).
5.FEEDER TAP INTERCONNECTION (LOADSIDE) ACCORDING TO CEC 705.12 (B)(2)(1)
6.SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO CEC 705.12 (A) WITH
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH CEC 230.42
2.7.8BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT
FROM ADDITIONAL FASTENING [CEC 705.12 (B)(5)].
ELECTRICAL NOTES
·ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED
FOR ITS APPLICATION.
·ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75
DEGREE C WET ENVIRONMENT.
·WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL
BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO
THE NEAREST RIDGE, HIP, OR VALLEY.
·WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL
EQUIPMENT SHALL COMPLY WITH CEC 110.26.
·DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS,
FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND
STANDARDS.
·WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE
NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.
·ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE.
·MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE
FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
·MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER
E.G.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
·THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
BSOL2025-0056
Rev
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DATE
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SUN CAPITAL ENERGY
2300 S. RESERVOIR ST, # 402,
POMONA, CA, 91766, USA
CONTACT NO: (888) 688-8945
LICENSE NUMBER: 1021860
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS
SHOWN
WARNING
LABELS
CAUTION ! MULTIPLE SOURCES OF POWER
UTILITY METER
MAIN SERVICE PANEL AC DISCONNECT
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
LABEL LOCATION:
EMT/CONDUIT RACEWAYS
(PER CODE: CEC690.31(D)(2)
WARNING: PHOTOVOLTAIC
POWER SOURCE
LABEL LOCATION:
POINT OF INTERCONNECTION
PRODUCTION METER
CEC 705.12(B)(3)(3) & CEC 690.59)
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE 2022
ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY
SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ.
·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING
EFFECTIVE WORDS, COLORS AND SYMBOLS.
·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT INVOLVED.
·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT
SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
·DO NOT COVER EXISTING MANUFACTURER LABELS.
ELECTRICAL SHOCK HAZARD
WARNING
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: CEC 706.15
(C)(4) & CEC 690.13(B)
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
32.00 AMPS
240 VAC
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54
!
PHOTOVOLTAIC AC DISCONNECT
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: CEC 690.13(B))
THIS EQUIPMENT FED BY
MULTIPLE SOURCES TOTAL
RATING OF ALL OVERCURRENT
DEVICES EXCLUDING MAIN POWER
SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
WARNING
LABEL LOCATION:
POINTS OF CONNECTION/BREAKER
CODE: CEC 705.12(B)(3)(3)
LABEL LOCATION:
MSP (PER CODE: CEC 705.12(D) & CEC 690.59
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
!
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)
RAPID SHUTDOWN FOR
SOLAR PV SYSTEM
!
!
WARNING
THE DISCONNECTION OF THE
GROUNDED CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
!
LABEL LOCATION:
INVERTER
PER CODE: CEC 690.31(E)
PHOTOVOLTAIC
AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT
NEC 690.13(B)
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 1 M (3 FT) FROM THE SERVICE DISCONNECTING
MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED.
PER CODE(S): CEC 2022: IFC 690.56(C)
4"
3"
ENERGY STORAGE SYSTEM
DISCONNECT
NOMINAL VOLTAGE: 240 VAC
MAX AVAILABLE ISC: 32 AAC
ISC CLEAR TIME: 67 MS
DATE:
REQ'D BY CEC 706.7(D)
APPLY TO: BATTERY
NOMINAL ESS AC VOLTAGE:
MAXIMUM ESS DC VOLTAGE:
LABEL LOCATION: ENERGY STORAGE SYSTEM
PER CODE: CEC 690.31(E)
240V AC
50V DC
MULTIPLE POWER SOURCE
SOURCES: UTILITY GRID, PV AND ESS SYSTEM
WARNING!!
LABEL LOCATION: MAIN SERVICE DISCONNECT, PRODUCTION/NET METER
PER CODE: CEC 690.31(E)
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTIWIRE BRANCH CIRCUITS
WARNING
LABEL LOCATION: MAIN SERVICE DISCONNECT
PER CODE: CEC 690.31(E)
!
!
53600 AVENIDA OBREGON
INVERTER
21 PV MODULES
M AC I
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
BUREAU VERITAS
NORTH AMERICA, INC.
BSOL2025-0056
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025
These plans and documents have been reviewed and found to be in compliance with the
applicable code requirements of the jurisdiction. Issuance of a permit is recommended
subject to approval by other departments and any noted conditions. The stamping of these
plans shall not be held to permit or be an approval of any violation of applicable codes and
standards to relieve the owner, design professional of record or contractor of compliance
with the applicable codes and standards. Plan review of documents does not authorize
construction to proceed in violation of any federal, state or local regulations.
BUREAU VERITAS NORTH AMERICA, INC.
REVIEWED FOR CODE COMPLIANCE
SIGNATURE:____________________
DATE:__________________________
Bureau Veritas
4/14/2025