HomeMy WebLinkAbout1508 E Washington Ave- need V1 & V2 - 101113268 & 20178303 - Plan76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Jon P. Ward, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
August 22, 2022
Green World Renewable Energy
4408 Ritchie Highway
Baltimore, MD 21225
Re: Engineering Services
Guillen Residence
1508 East Washington Avenue, Santa Ana, CA
6.370 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system.
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing: Assumed prefabricated wood trusses at 24 on center. All truss m embers
are constructed of 2x4 dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof Slopes: 20 degrees
Attic Access: Inaccessible
Foundation: Permanent
C. Loading Criteria Used
x Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
x Live Load = 20 psf (reducible) 0 psf at locations of solar panels
x Ground Snow Load = 0 psf
x Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 95 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2019 California Residential Code, including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
1508 E Washington
Ave - 2017830312/30/22
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Everest Solar Systems
installation manual. If during solar panel installation, the roof framing members appear unstable or
deflect non-uniformly, our office should be notified before proceeding with the installation.
2. The maximum allowable withdrawal force for a 5/16 lag screw is 235 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications. Based on
a minimum penetration depth of 2½, the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using two 5/16 diameter lag screw with a minimum of
2½ embedment will be adequate and will include a sufficient factor of safety.
3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 72 on center.
4. Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2019 CRC, current industry standards and practice, and is based on information supplied
to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
Very truly yours,
Scott E. Wyssling, PE
California License No. 83664
Signed 8/22/2022
1508 E Washington
Ave - 2017830312/30/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
Existing Guillen Residence
Roof Dead Load 1508 East Washington Avenue
2 psf Composite Shingle Santa Ana, CA
1 psf 7/16" Plywood Sheathing
4 psf 2x4 Trusses @ 24 in. o.c.
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
7 psf TOTAL
Second Floor Dead Load
0 psf Floor Finishes
0 psf 1 1/8" Subfloor Sheathing
0 psf Joists @ 16' o.c.
0 psf Partitions
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
0 psf TOTAL
Roof Live Load Floor Live Load
20 psf 0 psf
Roof Snow Load
Ground SnowLoad= 0 psf(to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4)
pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1)
Cs = 0.91 ASCE 7-16 Figure 7.4-1
Additional
Roof Dead Load - New Solar Panels
3 psf
Roof Live Load at Solar Panels
0 psf
Roof Snow Load at Solar Panels
0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1)
Total
Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaROOF
69678 lbs
Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaROOF
63952 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
-8.22%
2018 IEBC Section 807.4 states:
"Existing structural elements supporting any additional gravity loads as a result of the alterations, including the
effects of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose
stress is not increased by more than 5%."
Gravity Loads
Total New Gravity Loads are less than Existing Loads. OK
508 East Washington Avenue
Santa Ana, CA
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
V = 95 Basic Wind Speed Guillen Residence
Exposure C ASCE 7-16, Section 26.7 1508 East Washington Avenue
Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA
Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2
Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6
Ke = 0.994 Ground Elevation Factor, ASCE 7-16, Section 26.9
qh = 16.6 psf qh = 0.00256KzKztKdKeV2 (ASCE 7-16 Eq. 26.10-1)
Roof Angle = 20 deg
Roof Type Gable
sanchor = 72 in Horizontal spacing of roof anchors
Atrib = 20.61 sf Panel Area tributary to each roof anchor
GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2
Roof Zone Zone 1 2e 2n 2r 3e 3r
-1.99 -1.99 -2.91 -2.91 -2.91 -3.39
ga = 0.75 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8
gE = 1.00 Edge Array Factor, ASCE 29.4.4 edges < 0.5*building height, and panel spacing < 4ft.
pnet = qhGCpgEga =Design Wind Pressure, ASCE 7-16, Equation 29.4-7
Roof Zone 1 2e 2n 2r 3e 3r
-25 psf -25 psf -36 psf -36 psf -36 psf -42 psf Min Pressure = -16 psf
Use 25 psf Use 25 psf Use 36 psf Use 36 psf Use 36 psf Use 42 psf ULTIMATE
x 0.6 = 16 psf 16 psf 22 psf 22 psf 22 psf 25 psf ALLOWABLE
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 20.6 ft2
DLpanel = 3 psf
Roof Zone 1 2e 2n 2r 3e 3r
Wuplift = 25 psf 25 psf 36 psf 36 psf 36 psf 42 psf
Plag = F.S. x Atrib x (0.6D - 0.6W) =Withdrawl force for each roof anchor
Roof Zone 1 2e 2n 2r 3e 3r
-276.2 lbs -276.2 lbs -418.8 lbs -418.8 lbs -418.8 lbs -492.3 lbs
Connection Capacity
db = 5/16 in Lag Screw diameter
Dpen = 2 1/2 in Lag Screw penetration into existing framing member
No. of Screws 2 Screws per Connection
Species of wood framing
C D = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W' = C D x Ct x W = 298 lb/in Adjusted withdrawl value
Pallow = Dpen x W' = 1490 lbs (Using (2) screws per connection)
Roof Zone 1 2e 2n 2r 3e 3r
DEMAND = 276 lbs 276 lbs 419 lbs 419 lbs 419 lbs 492 lbs
CAPACITY = 1490 lbs 1490 lbs 1490 lbs 1490 lbs 1490 lbs 1490 lbs
up to72in okup to72in okup to72in okup to72in okup to72in okup to72in ok
This analysis calculates the
capacity of the lag screws
only. For capacity of the
complete mounting system,
please see manufacturer's
recommendations.
Douglas Fir-Larch
Wind Uplift
Rooftop Solar Panels Parallel to Roof Surface
ASCE 7-16, Section 29.4.4
508 East Washington Avenue
Santa Ana, CA
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
ROOFTOPGROUND LEVEL -HOUSE EXTERIOR20A
20A
N
2 (N) JUNCTION BOX
WITH IRREVERSIBLE
GROUND SPLICE
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
(N) 100A PV LOAD
CENTER
12 3 4 1
PV CIRCUIT 1: 8 MODULES/PARALLEL [ (4) AP SYSTEM DS3-L 2 IN 1 ]
(N) 14 SOLAREVER SE-166*83-455M-144 (455W) MODULES
WITH (7) AP SYSTEM DS3-L MICRO-INVERTERS
ATTACHED TO THE BACK OF MODULES.M
POINT OF
DELIVERY AND
INTERCONNECTION
30A
200A
N
(E) GROUNDING
ELECTRODE OR
(UFER)
BACKFEED
BREAKER
EXISTING
240V/200A
MAIN SERVICE PANEL
SINGLE PHASE
3
5 6 7 8
12 1
PV CIRCUIT 2: 6 MODULES/PARALLEL [ (3) AP SYSTEM DS3-L 2 IN 1 ]
3 4 5 6
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
Conduit and Conductor Schedule
Tag Description Wire Gauge # of Conductors Conduit Type Conduit Size
1 PV WIRES 10 AWG 2 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 4 EMT 3/4"
2 THWN-2 - Ground 8 AWG 1 EMT 3/4"METER # 222013428012
Inverter Ratings
Inverter Make/Model AP SYSTEM DS3-L
MICROINVERTER
Max DC Volt Rating 60V
Peak Output Power 768W
Max Nominal Voltage 240V
Max AC Current 3.20A
Max OCPD Rating 20A
DESIGN TEMPERATURES
ASHRAE EXTREME LOW 2°C
ASHRAE 2% HIGH 31 °C
PV Module Ratings @ STC
Module Make/Model
SOLAREVER
SE-166*83-455M-144
(455W) MODULE
Max Power-Point Current (Imp)10.96A
Max Power-Point Voltage (Vmp)41.51 V
Open-Circuit Voltage (Voc)49.35V
Short-Circuit Current (Isc)11.44A
Max Series Fuse (OCPD)20A
Nominal Maximum Power at STC (Pmax)455W
Maximum System Voltage 1500V
Voc Temperature Coefficient -0.29%/°C
3 THWN-2 10 AWG 3 EMT 3/4"
3 THWN-2 - Ground 8 AWG 1 EMT 3/4"
SYSTEM SUMMARY
BRANCH #1
INVERTERS PER BRANCH 4
MAX AC CURRENT 12.8A
MAX AC OUTPUT POWER 3072W
ARRAY STC POWER 6370W
ARRAY PTC POWER 5946W
MAX AC CURRENT 22.40A
MAX AC POWER 5376W
DERATED (CEC) AC POWER 5737.70W
BRANCH #2
3
9.6A
2304W
MAIN SERVICE PANEL
240/120V 1Ø, 3W
MAIN BUSS: 200A
MAX BREAKER SIZE:
(200A X 1.2) - 200A = 40.0A
E-1
1508 E Washington
Ave - 2017830312/30/22
N1. 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 2019: 705.12(B)(2)(3)(b)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(B)(2)(3)(c),
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 2019: 690.13(B)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
5$3,' 6+87'2:1 6: ,7&+
)25 62/$5 39 6<67(0
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 2019: 690.56(C)(3),
CFC 2019: 1204.5.3
32:(5727+,6%8,/',1*,6
$/626833/,(')5207+(
)2//2:,1*6285&(6:,7+
',6&211(&76$66+2:1
&$8 7,21
(N) SOLAR PANELS AND
MICRO-INVERTERS ON
ROOF
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
22.4 AMPS
240.0 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
E-21508 E WASHINGTON AVEWARNING!
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 & PV LOAD CENTER.
1508 E Washington
Ave - 2017830312/30/22
N1. 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 2019: 705.12(B)(2)(3)(b)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(B)(2)(3)(c),
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 2019: 690.13(B)
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 2019: 690.56(C)(3),
CFC 2019: 1204.5.3
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECTS AS SHOWN
CAUTION:
(N) SOLAR PANELS AND
MICRO-INVERTERS ON
ROOF
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
25.6 AMPS
240.0 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
E-21508 E WASHINGTON AVEWARNING!
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.
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
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 1508 E Washington
Ave, Santa Ana, CA 92701
Thank you,
Elizabeth Guillen
DocuSign Envelope ID: 159A20A5-AB5E-4F2C-955D-93DEBFB040C7
1508 E Washington
Ave - 2017830312/30/22
DocuSign Envelope ID: 159A20A5-AB5E-4F2C-955D-93DEBFB040C7
1508 E Washington
Ave - 2017830312/30/22
Certificate Of Completion
Envelope Id: E254CBEFA38C4F48AFBB8725A91E3E56 Status: Completed
Subject: Please DocuSign: Elizabeth Guillen Letter of Authorization.pdf
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: 50.230.190.63
Record Tracking
Status: Original
9/21/2022 8:52:58 AM
Holder: Core Energy Group
proposals@coreenergygroup.com
Location: DocuSign
Signer Events Signature Timestamp
Elizabeth Guillen
navarroguillen@aol.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Using IP Address: 166.205.107.24
Signed using mobile
Sent: 9/21/2022 8:56:41 AM
Viewed: 9/22/2022 10:07:00 AM
Signed: 9/22/2022 10:10:23 AM
Electronic Record and Signature Disclosure:
Accepted: 9/22/2022 10:07:00 AM
ID: bdb5adb2-c366-4b7e-8c88-acba9c28e63e
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
Customer Service
cs@coreenergygroup.com
Security Level: Email, Account Authentication
(None)
Sent: 9/21/2022 8:56:41 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Permits
permits@coreenergygroup.com
Security Level: Email, Account Authentication
(None)
Sent: 9/21/2022 8:56:41 AM
Viewed: 9/21/2022 9:05:31 AM
Electronic Record and Signature Disclosure:
Accepted: 9/2/2022 12:54:06 PM
ID: cd3255b6-1dde-4915-88e9-db9665de6fa9
Witness Events Signature Timestamp
Notary Events Signature Timestamp
1508 E Washington
Ave - 2017830312/30/22
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 9/21/2022 8:56:42 AM
Certified Delivered Security Checked 9/22/2022 10:07:00 AM
Signing Complete Security Checked 9/22/2022 10:10:23 AM
Completed Security Checked 9/22/2022 10:10:23 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
1508 E Washington
Ave - 2017830312/30/22
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 s ystem 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: 5/17/2019 7:32:49 AM
Parties agreed to: Elizabeth Guillen, Permits
1508 E Washington
Ave - 2017830312/30/22
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:
1508 E Washington
Ave - 2017830312/30/22
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.
1508 E Washington
Ave - 2017830312/30/22
NOT FOR PERMITTING USE. FOR INSTALLATION USE ONLY
2 1
4 3
6 5
8 7
10 9
12 11
14 13
16 15
18 17
20 19
22 21
24 23
26 25
28 27
30 29
32 31
34 33
36
35
38
37
40
39
42
41
44
43
7473
7271
7069
6867
6665
6463
6261
6059
5857
5655
5453
5251
5049
4847
4645
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
INSTALL
1508 E Washington
Ave - 2017830312/30/22
N
1'-6"
3'
3'
SCALE: 3/32" = 1'-0"
PV SYSTEM SITE PLAN
PV SYSTEM SIZE:
6.37 kW DC
LEGEND
M METER MAIN COMBO
CONSTRUCTION NOTES
MPV INTERCONNECTION POINT.
LOCATION OF METER MAIN COMBO &
PV LOAD CENTER MOUNTED ON
EXTERIOR WALL OF A SINGLE FAMILY
RESIDENCE.
DRIVEWAY
(14) SOLAREVER
SE-166*83-455M-144 (455W)
WITH (7) AP SYSTEM DS3-L
MICRO-INVERTERS MOUNTED TO
THE BACK OF MODULE MOUNTED
ON COMP SHINGLE ROOF
1508 E WASHINGTON AVE
ROOF OBSTRUCTIONS
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
PV-1LCCAL-FIRE ROOF LADDER
ACCESS POINT
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 95 MPH (3 SECOND GUST), WIND
EXPOSURE B.
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 R324.7.1, CBC 3111.2.1)
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 WITH 2019 CFC/2018 IFC 1204.2.1.2
TOTAL PLAN VIEW AREA = 2543.19 SQFT TOTAL PV AREA
= 14(82.44 IN)(40.86 IN)/(144 IN^2) = 327.49 SQFT
(327.49 SQFT/ 2543.19 SQFT)100 = 12.88% TOTAL PV
AREA POPULATES 12.88% OF TOTAL PLAN VIEW
AREA AND IS WITHIN THE 33% REQUIREMENT.
PROPERTY LINE
LOCATION OF "RAPID SHUTDOWN"
DISCONNECT NEC 690.12
(E) SERVICE DROP
NEW SOLAR PANEL
LC PV LOAD CENTER
(E) SWIMMING POOL
PROPERTY LINERoof Azimuth: 180°
Roof Tilt: 20°
Roof Section 1
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINE8/22/2022
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# 101113268
Elec# 20178303
Issued 12/29/22
1508 E Washington
Ave - 2017830312/30/22
6' 6'6'
N
SCALE: 3/16" = 1'-0"
PV SYSTEM MOUNTING DETAILS
EXISTING COMP SHINGLE ROOF
EVEREST SPLICE FOOT XL FOR
COMP SHINGLE @ 72" O.C. MAX
PROPOSED EVEREST
CROSSRAIL RACKING
PROPOSED SOLAREVER SE-166*83-455M-144
(455W) PV SOLAR MODULES
EXISTING 2 "X 4" ROOF
TRUSSES @ 24"O.C.
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
PV-2
(E) SERVICE DROP
Roof Azimuth: 180°
Roof Tilt: 20°
Roof Section 1
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
ROOF SLOPE910
10
6 21
7
S-5
D5
20
11
1214 13 15 18 22
END CLAMP
S-5
D4
3
1
5 4
25 24 23
8
26
2
''(7$ ,/ 75$169(56(
127 72 6&$/( ''(7$ ,/ /21*,78',1$/
127 72 6&$/(
'5$&. ,1* '(7$ ,/ 75$169(56(
127 72 6&$/(
'5$&. ,1* '(7$ ,/ 723
127 72 6&$/(
'5$&. ,1* '(7$ ,/ /21*,78',1$/
127 72 6&$/(
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
ROOF MATERIAL: COMP SHINGLE
ROOF STRUCTURE: TRUSSES
ATTACHMENT TYPE: EVEREST SPLICE FOOT XL
MODULE MANUFACTURER: SOLAREVER
MODULE MODEL: SE-166*83-455M-144 (455W)
MODULE LENGTH: 82.44''
MODULE WIDTH: 40.86"
MODULE WEIGHT: 51.8 LBS.
SEE SHEET S-1 FOR DIMENSION(S)
MIN. FIRE OFFSET: 18"
TRUSSES SPACING: 24" O.C.
TRUSSES SIZE: 2 "X 4" NOMINAL
LAG BOLT DIAMETER: 5/16 IN.
LAG BOLT EMBEDMENT: 2.5 IN.
TOTAL # OF ATTACHMENTS: 23
TOTAL AREA: 327.49 SQ. FT.
TOTAL WEIGHT: 725.20 LBS.
WEIGHT PER ATTACHMENT: LBS.
DISTRIBUTED LOAD: 2.21 PSF
MAX. HORIZONTAL STANDOFF: 72 IN.
MAX. VERTICAL STANDOFF:
LANDSCAPE: 26 IN., PORTRAIT: 39 IN.
STANDOFF STAGGERING: YES
RAIL MANUFACTURER AND MODEL
(OR EQUIV.):EVEREST CROSSRAIL
RAIL WEIGHT: 0.436 PLF.
MAX. TRUSSES SPAN: 12 FT.
MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX.
PV-3
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
ROOF SLOPE910
10
6 21
7
S-5
D5
20
11
1214 13 15 18 22
END CLAMP
S-5
D4
3
1
5 4
25 24 23
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.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
1. ROOF MATERIAL: COMP SHINGLE
2. ROOF STRUCTURE: TRUSSES
3. ATTACHMENT TYPE: EVEREST SPLICE FOOT XL
4. MODULE MANUFACTURER: SOLAREVER
5. MODULE MODEL: SE-166*83-455M-144 (455W)
6. MODULE LENGTH: 82.44''
7. MODULE WIDTH: 40.86"
8. MODULE WEIGHT: 51.8 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: 20
16. TOTAL AREA: 327.49 SQ. FT.
17. TOTAL WEIGHT: 725.20 LBS.
18. WEIGHT PER ATTACHMENT: 36.26 LBS.
19. DISTRIBUTED LOAD: 2.21 PSF
20. MAX. HORIZONTAL STANDOFF: 72 IN.
21. MAX. VERTICAL STANDOFF:
LANDSCAPE: 26 IN., PORTRAIT: 39 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 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-1
1508 E Washington
Ave - 2017830312/30/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-1
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave - 2017830312/30/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave - 2017830312/30/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-4
1508 E Washington
Ave - 2017830312/30/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-4
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
1053344
Solgen Construction, LLC
Cole Farmer
Permits@CoreEnergyGroup.com
559-462-6009
1508 E Washington Ave, Santa Ana, CA 92701
9/23/2022
1508 E Washington
Ave - 2017830312/30/22
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E-2
S-1
S-2
S-3
S-4
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
PROJECT INFORMATION
PROPERTY OWNER
NAME:ELIZABETH GUILLEN
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: 95 MPH
APPLICABLE CODES & STANDARDS
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (ENERGY)
2019 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2017 NATIONAL ELECTRIC CODE (NEC)
2019 CALIFORNIA FIRE CODE (CFC)
COORDINATES:
33.756338, -117.848222
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-1
AERIAL VIEW
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE MSP
SCOPE OF WORK
SYSTEM SIZE: STC: 14 X 455W = 6.370kW
PTC: 14 X 424.7W = 5.946kW
(14) SOLAREVER SE-166*83-455M-144 (455W) MODULES
(7) AP SYSTEM DS3-L MICROINVERTERS
(1) 100A PV LOAD CENTER
MSP UPGRADE: NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: EVEREST SPLICE FOOT XL FOR COMP SHINGLE
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
GUILLEN RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 6.370 kW DC /
5.376 kW AC
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E-2
S-1
S-2
S-3
S-4
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
PROJECT INFORMATION
PROPERTY OWNER
NAME:ELIZABETH GUILLEN
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: B
WIND SPEED: 95 MPH
APPLICABLE CODES & STANDARDS
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (ENERGY)
2019 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2017 NATIONAL ELECTRIC CODE (NEC)
2019 CALIFORNIA FIRE CODE (CFC)
COORDINATES:
33.756338, -117.848222
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-1
AERIAL VIEW
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE MSP
SCOPE OF WORK
SYSTEM SIZE: STC: 14 X 455W = 6.370kW
PTC: 14 X 424.7W = 5.946kW
(14)SOLAREVER SE-166*83-455M-144 (455W) MODULES
(8)AP SYSTEM DS3-L MICROINVERTERS
(1)100A PV LOAD CENTER
(1)30A KNIFE AC DISCONNECT
MSP UPGRADE: NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: EVEREST SPLICE FOOT XL FOR COMP SHINGLE
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
GUILLEN RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 6.370 kW DC /
6.144 kW AC Signed 8/22/2022
Revision to 20178303 issued on 12/29/22
Approved by M. Smith on 2/2/23
1508 E Washington
Ave -
20178303-2017855203/09/23
1.1. PROJECT NOTES:
1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL
ELECTRIC CODE (NEC) ARTICLE 690, ALL MANUFACTURERS’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 NEC
690.5(A)
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 NEC 690.4
& NEC 690.60: 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 NEC 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 [NEC 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 NEC
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 - EVEREST SPLICE FOOT XL FOR COMP SHINGLE .
1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNT
RACKING HARDWARE
1.14. PV MODULE AND INVERTER INSTALLATION - SOLAREVER SE-166*83-455M-144
(455W) MODULES / AP SYSTEM DS3-L MICROINVERTERS
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
BATTERIES.
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
NEC 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 NEC
110.26.
1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR
EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C)
AND NEC 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 NEC 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 NEC 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 MANUFACTURERS'
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 NEC 690.8, NEC 690.7.
1.48. VOLTAGE DROP LIMITED TO 1.5%.
1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER 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 [NEC 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 NEC 690.43 AND
MINIMUM NEC TABLE 250.122.
1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A).
1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO
NEC 690.45 AND MICROINVERTER MANUFACTORERS’ 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 [NEC 250.119]
1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND
NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR
INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING
TO NEC 250, NEC 690.47 AND AHJ.
1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.5 IN GENERAL
AND NEC 690.5 (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 10 FT OF PV
ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED
CONDUCTORS ≤30V AND ≤240VA [NEC 690.12]. LOCATION OF LABEL
ACCORDING TO AHJ
1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8,
690.9, AND 240.
1.66. MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR
GROUPED FUSES IN ACCORDANCE WITH NEC 110.3(B).
1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT
PROTECTION ACCORDING TO NEC 690.11 AND UL1699B.
1.68. INTERCONNECTION NOTES:
1.69. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC
690.64 (B)]
1.70. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY
NOT EXCEED 120% OF BUSBAR RATING [NEC 705.12(D)(2)(3)].
1.71. 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 [NEC 705.12(D)(2)(3)].
1.72. 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
ACCORDING TO NEC 705.12 (D)(2)(3)(C).
1.73. FEEDER TAP INTERCONECTION (LOAD SIDE) ACCORDING TO NEC 705.12
(D)(2)(1)
1.74. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42
1.75. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS
EXEMPT FROM ADDITIONAL FASTENING [NEC 705.12 (D)(5)].
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-2
Signed 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
1.1. PROJECT NOTES:
1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL
ELECTRIC CODE (NEC) ARTICLE 690, ALL MANUFACTURERS’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 NEC
690.5(A)
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 NEC 690.4
& NEC 690.60: 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 NEC 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 [NEC 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 NEC
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 - EVEREST SPLICE FOOT XL FOR COMP SHINGLE .
1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNT
RACKING HARDWARE
1.14. PV MODULE AND INVERTER INSTALLATION - SOLAREVER SE-166*83-455M-144
(455W) MODULES / AP SYSTEM DS3-L MICROINVERTERS
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
BATTERIES.
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
NEC 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 NEC
110.26.
1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR
EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C)
AND NEC 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 NEC 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 NEC 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 MANUFACTURERS'
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 NEC 690.8, NEC 690.7.
1.48. VOLTAGE DROP LIMITED TO 1.5%.
1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER 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 [NEC 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 NEC 690.43 AND
MINIMUM NEC TABLE 250.122.
1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A).
1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO
NEC 690.45 AND MICROINVERTER MANUFACTORERS’ 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 [NEC 250.119]
1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND
NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR
INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING
TO NEC 250, NEC 690.47 AND AHJ.
1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.5 IN GENERAL
AND NEC 690.5 (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 10 FT OF PV
ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED
CONDUCTORS ≤30V AND ≤240VA [NEC 690.12]. LOCATION OF LABEL
ACCORDING TO AHJ
1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8,
690.9, AND 240.
1.66. MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR
GROUPED FUSES IN ACCORDANCE WITH NEC 110.3(B).
1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT
PROTECTION ACCORDING TO NEC 690.11 AND UL1699B.
1.68. INTERCONNECTION NOTES:
1.69. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC
690.64 (B)]
1.70. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY
NOT EXCEED 120% OF BUSBAR RATING [NEC 705.12(D)(2)(3)].
1.71. 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 [NEC 705.12(D)(2)(3)].
1.72. 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
ACCORDING TO NEC 705.12 (D)(2)(3)(C).
1.73. FEEDER TAP INTERCONECTION (LOAD SIDE) ACCORDING TO NEC 705.12
(D)(2)(1)
1.74. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42
1.75. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS
EXEMPT FROM ADDITIONAL FASTENING [NEC 705.12 (D)(5)].
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:8/22/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-2
8/22/2022
1508 E Washington
Ave - 2017830312/30/22
ROOFTOPGROUND LEVEL -HOUSE EXTERIOR
20A
20A
N
2 (N) JUNCTION BOX
WITH IRREVERSIBLE
GROUND SPLICE
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
(N) 100A PV LOAD
CENTER
12 3 4 1
PV CIRCUIT 1: 7 MODULES/PARALLEL [ (4) AP SYSTEM DS3-L 2 IN 1 ]
5 6 7
12 1
PV CIRCUIT 2: 7 MODULES/PARALLEL [ (3) AP SYSTEM DS3-L 2 IN 1 ]
3 4 5 6
M
POINT OF
DELIVERY AND
INTERCONNECTION
30A
200A
N
3 (E) GROUNDING
ELECTRODE OR
(UFER)
BACKFEED
BREAKER
(N) VISIBLE
LOCKABLE
2 POLE 30A
'KNIFE' AC
DISCONNECT
3
AC
DISCONNECT
TO BE LOCATED
WITHIN 10' OF
METER
EXISTING
240V/200A
MAIN SERVICE PANEL
SINGLE PHASE
7
(N) 14 SOLAREVER SE-166*83-455M-144 (455W) MODULES
WITH AN AP SYSTEM DS3-L MICRO-INVERTER
ATTACHED TO THE BACK OF EVERY MODULE.
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
Conduit and Conductor Schedule
Tag Description Wire Gauge # of Conductors Conduit Type Conduit Size
1 PV WIRES 10 AWG 2 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 4 EMT 3/4"
2 THWN-2 - Ground 8 AWG 1 EMT 3/4"
METER # 222013428012
Inverter Ratings
Inverter Make/Model AP SYSTEM DS3-L
MICROINVERTER
Max DC Volt Rating 60V
Peak Output Power 768W
Max Nominal Voltage 240V
Max AC Current 3.20A
Max OCPD Rating 20A
DESIGN TEMPERATURES
ASHRAE EXTREME LOW 2°C
ASHRAE 2% HIGH 31°C
PV Module Ratings @ STC
Module Make/Model
SOLAREVER
SE-166*83-455M-144
(455W) MODULE
Max Power-Point Current (Imp)10.96A
Max Power-Point Voltage (Vmp)41.51V
Open-Circuit Voltage (Voc)49.35V
Short-Circuit Current (Isc)11.44A
Max Series Fuse (OCPD)20A
Nominal Maximum Power at STC (Pmax)455W
Maximum System Voltage 1500V
Voc Temperature Coefficient -0.29%/°C
3 THWN-2 10 AWG 3 EMT 3/4"
3 THWN-2 - Ground 8 AWG 1 EMT 3/4"
SYSTEM SUMMARY
BRANCH #1
INVERTERS PER BRANCH 4
MAX AC CURRENT 12.8A
MAX AC OUTPUT POWER 3072W
ARRAY STC POWER 6370W
ARRAY PTC POWER 5946W
MAX AC CURRENT 25.60A
MAX AC POWER 6144W
DERATED (CEC) AC POWER 5737.70W
BRANCH #2
4
12.8A
3072W
MAIN SERVICE PANEL
240/120V 1Ø, 3W
MAIN BUSS: 200A
MAX BREAKER SIZE:
(200A X 1.2) - 200A = 40.0A
E-1
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
N1. 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 2019: 705.12(B)(2)(3)(b)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(B)(2)(3)(c),
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 2019: 690.13(B)
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 2019: 690.56(C)(3),
CFC 2019: 1204.5.3
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECTS AS SHOWN
CAUTION:
(N) SOLAR PANELS AND
MICRO-INVERTERS ON
ROOF
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
25.6 AMPS
240.0 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
E-21508 E WASHINGTON AVEWARNING!
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.
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
N
1'-6"
3'
3'
SCALE: 3/32" = 1'-0"
PV SYSTEM SITE PLAN
PV SYSTEM SIZE:
6.37 kW DC
LEGEND
M METER MAIN COMBO
CONSTRUCTION NOTES
MPV INTERCONNECTION POINT.
LOCATION OF METER MAIN COMBO, AC
DISCONNECT & PV LOAD CENTER
MOUNTED ON EXTERIOR WALL OF A
SINGLE FAMILY RESIDENCE.
DRIVEWAY
(14) SOLAREVER
SE-166*83-455M-144 (455W)
WITH (8) AP SYSTEM DS3-L
MICRO-INVERTERS MOUNTED TO
THE BACK OF MODULE MOUNTED
ON COMP SHINGLE ROOF
1508 E WASHINGTON AVE
ROOF OBSTRUCTIONS
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
PV-1LCCAL-FIRE ROOF LADDER
ACCESS POINT
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 95 MPH (3 SECOND GUST), WIND
EXPOSURE B.
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 R324.7.1, CBC 3111.2.1)
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 WITH 2019 CFC/2018 IFC 1204.2.1.2
TOTAL PLAN VIEW AREA = 2543.19 SQFT TOTAL PV AREA
= 14(82.44 IN)(40.86 IN)/(144 IN^2) = 327.49 SQFT
(327.49 SQFT/ 2543.19 SQFT)100 = 12.88% TOTAL PV
AREA POPULATES 12.88% OF TOTAL PLAN VIEW
AREA AND IS WITHIN THE 33% REQUIREMENT.
PROPERTY LINE
LOCATION OF "RAPID SHUTDOWN" AC
DISCONNECT NEC 690.12
(E) SERVICE DROP
NEW SOLAR PANEL
LC PV LOAD CENTER
(E) SWIMMING POOL
PROPERTY LINERoof Azimuth: 180°
Roof Tilt: 20°
Roof Section 1
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEACD AC DISCONNECT ACDSigned 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
N
1'-6"
3'
3'
SCALE: 3/32" = 1'-0"
PV SYSTEM SITE PLAN
PV SYSTEM SIZE:
6.37 kW DC
LEGEND
M METER MAIN COMBO
CONSTRUCTION NOTES
M PV INTERCONNECTION POINT.
LOCATION OF METER MAIN COMBO, AC
DISCONNECT & PV LOAD CENTER
MOUNTED ON EXTERIOR WALL OF A
SINGLE FAMILY RESIDENCE.
DRIVEWAY
(14) SOLAREVER
SE-166*83-455M-144 (455W)
WITH (8) AP SYSTEM DS3-L
MICRO-INVERTERS MOUNTED TO
THE BACK OF MODULE MOUNTED
ON COMP SHINGLE ROOF
1508 E WASHINGTON AVE
ROOF OBSTRUCTIONS
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
PV-1LCCAL-FIRE ROOF LADDER
ACCESS POINT
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 95 MPH (3 SECOND GUST), WIND
EXPOSURE B.
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 R324.7.1, CBC 3111.2.1)
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 WITH 2019 CFC/2018 IFC 1204.2.1.2
TOTAL PLAN VIEW AREA = 2543.19 SQFT TOTAL PV AREA
= 14(82.44 IN)(40.86 IN)/(144 IN^2) = 327.49 SQFT
(327.49 SQFT/ 2543.19 SQFT)100 = 12.88% TOTAL PV
AREA POPULATES 12.88% OF TOTAL PLAN VIEW
AREA AND IS WITHIN THE 33% REQUIREMENT.
PROPERTY LINE
LOCATION OF "RAPID SHUTDOWN" AC
DISCONNECT NEC 690.12
(E) SERVICE DROP
NEW SOLAR PANEL
LC PV LOAD CENTER
(E) SWIMMING POOL
PROPERTY LINERoof Azimuth: 180°
Roof Tilt: 20°
Roof Section 1
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEACD AC DISCONNECT ACD
Signed 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
N
6' 6' 6'
SCALE: 3/16" = 1'-0"
PV SYSTEM MOUNTING DETAILS
EXISTING COMP SHINGLE ROOF
EVEREST SPLICE FOOT XL FOR
COMP SHINGLE @ 72" O.C. MAX
PROPOSED EVEREST
CROSSRAIL RACKING
PROPOSED SOLAREVER SE-166*83-455M-144
(455W) PV SOLAR MODULES
EXISTING 2 "X 4" ROOF
TRUSSES @ 24"O.C.
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
PV-2
(E)SERVICE DROP
Roof Azimuth: 180°
Roof Tilt: 20°
Roof Section 1
Signed 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-1
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-2
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
S-4
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E-2
S-1
S-2
S-3
S-4
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
PROJECT INFORMATION
PROPERTY OWNER
NAME:ELIZABETH GUILLEN
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: B
WIND SPEED: 95 MPH
APPLICABLE CODES & STANDARDS
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (ENERGY)
2019 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2017 NATIONAL ELECTRIC CODE (NEC)
2019 CALIFORNIA FIRE CODE (CFC)
COORDINATES:
33.756338, -117.848222
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-1
AERIAL VIEW
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE MSP
SCOPE OF WORK
SYSTEM SIZE: STC: 14 X 455W = 6.370kW
PTC: 14 X 424.7W = 5.946kW
(14)SOLAREVER SE-166*83-455M-144 (455W) MODULES
(8)AP SYSTEM DS3-L MICROINVERTERS
(1)100A PV LOAD CENTER
(1)30A KNIFE AC DISCONNECT
MSP UPGRADE: NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: EVEREST SPLICE FOOT XL FOR COMP SHINGLE
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
GUILLEN RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 6.370 kW DC /
6.144 kW AC Signed 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23
1.1. PROJECT NOTES:
1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL
ELECTRIC CODE (NEC) ARTICLE 690, ALL MANUFACTURERS’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 NEC
690.5(A)
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 NEC 690.4
& NEC 690.60: 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 NEC 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 [NEC 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 NEC
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 - EVEREST SPLICE FOOT XL FOR COMP SHINGLE .
1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNT
RACKING HARDWARE
1.14. PV MODULE AND INVERTER INSTALLATION - SOLAREVER SE-166*83-455M-144
(455W) MODULES / AP SYSTEM DS3-L MICROINVERTERS
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
BATTERIES.
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
NEC 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 NEC
110.26.
1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR
EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C)
AND NEC 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 NEC 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 NEC 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 MANUFACTURERS'
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 NEC 690.8, NEC 690.7.
1.48. VOLTAGE DROP LIMITED TO 1.5%.
1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER 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 [NEC 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 NEC 690.43 AND
MINIMUM NEC TABLE 250.122.
1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A).
1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO
NEC 690.45 AND MICROINVERTER MANUFACTORERS’ 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 [NEC 250.119]
1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND
NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR
INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING
TO NEC 250, NEC 690.47 AND AHJ.
1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.5 IN GENERAL
AND NEC 690.5 (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 10 FT OF PV
ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED
CONDUCTORS ≤30V AND ≤240VA [NEC 690.12]. LOCATION OF LABEL
ACCORDING TO AHJ
1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8,
690.9, AND 240.
1.66. MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR
GROUPED FUSES IN ACCORDANCE WITH NEC 110.3(B).
1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT
PROTECTION ACCORDING TO NEC 690.11 AND UL1699B.
1.68. INTERCONNECTION NOTES:
1.69. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC
690.64 (B)]
1.70. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY
NOT EXCEED 120% OF BUSBAR RATING [NEC 705.12(D)(2)(3)].
1.71. 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 [NEC 705.12(D)(2)(3)].
1.72. 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
ACCORDING TO NEC 705.12 (D)(2)(3)(C).
1.73. FEEDER TAP INTERCONECTION (LOAD SIDE) ACCORDING TO NEC 705.12
(D)(2)(1)
1.74. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42
1.75. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS
EXEMPT FROM ADDITIONAL FASTENING [NEC 705.12 (D)(5)].
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1508 E WASHINGTON AVE,
SANTA ANA,
CA 92701
APN:40027206
DATE:9/29/2022
GUILLEN
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST,
FL2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ODJ
CORE ENERGY GROUP.
T-2
Signed 8/22/2022
1508 E Washington
Ave -
20178303-2017855
2
03/09/23