HomeMy WebLinkAbout606 W Park Ln - PlanAC
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6'-10"
3'-10"
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PROJECT DESCRIPTION:
PLOT PLAN & VICINITY MAP
SCALE: 1/16" = 1'PV-1
SCALE: NTS PV-1
PLOT PLAN &
VICINITY MAP
11X355 LONGI SOLAR:LR4-60HPB 355M 355W MODULE
ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES
SYSTEM SIZE: 3.91KW DC STC,3.00 kW AC CEC
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-1
PROJECT ID
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
ROOF ACCESS POINT
ROOF ACCESS POINT SHALL NOT BE LOCATED IN
AREAS THAT DO NOT 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.
ARRAY LOCATION
VICINITY MAP
SCALE: NTSPV-1
2 HOUSE PHOTO
EQUIPMENT SUMMARY
11 - LONGI SOLAR:LR4-60HPB 355M 355W MODULES
01 - SOLAREDGE TECHNOLOGY:SE3000H-US (240V) INVERTER
11 - SOLAREDGE POWER OPTIMIZER S-440
PROJECT SITE
SHEET INDEX
PV-1 PLOT PLAN & VICINITY MAP
PV-2 ROOF PLAN & MODULES
PV-3 STRING LAYOUT
PV-4 ATTACHMENT DETAIL
PV-5 ELECTRICAL LINE DIAGRAM
PV-6 WIRING CALCULATIONS
PV-7 PLACARDS
PV-8 OPTIMIZER CHART
PV-9 EQUIPMENT ELEVATION
PV-10+ EQUIPMENT SPECIFICATIONS
3
PAGE 1 OF 18
NOTES
1. NOTIFY SERVING UTILITY BEFORE
ACTIVATION OF PV SYSTEM.
2. MANUFACTURERS PRODUCT INSTALLATION
INSTRUCTIONS SHALL BE AVAILABLE AT
THE TIME OF INSPECTION.
3. ALL SUBMITTALS WILL COMPLY WITH 2019
CEC, CBC, AND CFC.
4. SMOKE ALARMS AND CARBON MONOXIDE
DETECTOR EQUIPMENT SHALL BE IN PLACE
AT RESIDENCE ACCORDING TO THE CRC,
CBC R314-315 REQUIREMENT.
AHJ - SANTA ANA
UTILITY - SCE
ACCOUNT # - CA-R-195137
GOVERNING CODES
THIS PROJECT SHALL COMPLY WITH THE
FOLLOWING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA GREEN BUILDING
STANDARDS CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA PLUMBING CODE
2020 NATIONAL ELECTRICAL CODE
ALL OTHER ORDINANCES ADOPTED BY
THE LOCAL GOVERNING AGENCIES.
W PARK LN
PROPERTY LINE
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1-STORY
HOUSE
EXISTING
DRIVEWAY
(N) MAIN SERVICE PANEL,
100A RATED, 240V,
(SEMI-FLUSH MOUNT) ALL IN ONE
(E) UTILITY METER
(N) AC DISCONNECT
(N) SOLAREDGE TECHNOLOGY :
SE3000H-US INVERTER
INTEGRATED RAPID SHUTDOWN
(E) GATE (TYP.)
(E) FENCE
(E) GAS METER
ROOF #01
(11) LONGI SOLAR LR4-60HPB
355M 355W MODULES
ROOF ACCESS POINT
Structural
Only
Bldg permit #101112315
Elect permit #20177599
Permits issued on 10/11/22
606 W Park Ln
10/11/22
Expedited Permit Process for PV Systems1
Expedited Permit Process for PV Systems
Standard String System
The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro-
cess provides a means to differentiate systems that can be permitted quickly and easily
due to their similarity with the majority of small-scale PV systems. Those systems with
unique characteristics may be handled with small additions to this Expedited Permit
Process or may require much more information, depending on the uniqueness of the
installation.
The following pages contain forms for the Standard String System to use with the Expe-
dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms
are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic-
tions that have adopted the Expedited Permit Process for PV Systems, these forms can
be filled out electronically and submitted in either printed form and via email. An elec-
tronic format is used so that the supplied information is standardized and legible for the
local jurisdiction.
606 W Park Ln
10/11/22
Expedited Permit Process for PV Systems2
Expedited Permit Process for Small-Scale PV Systems
Standard String System
The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations
are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential
systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been
suggested to provide as a path to permit approval.
Required Information for Permit:
1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it
should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings
with a 3’ perimeter space at ridge and sides may not need separate fire service review.
2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects,
required signs, and ac connection to building (see supplied standard electrical diagram).
3. Specification sheets and installation manuals (if available) for all manufactured components including, but not
limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system.
Step 1: Structural Review of PV Array Mounting System
Is the array to be mounted on a defined, permitted roof structure? l Yes l No
If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1.
Roof Information:
1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________
____________________________________________________________________________________________________
If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…).
2. Does the roof have a single roof covering? l Yes l No
If No, submit completed worksheet for roof structure WKS1.
3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________
Mounting System Information:
1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap
beneath the module frames? l Yes l No
If No, provide details of structural attachment certified by a design professional.
2. For manufactured mounting systems, fill out information on the mounting system below:
a. Mounting System Manufacturer ___________Product Name and Model#________________________________
b. Total Weight of PV Modules and Rails ___________lbs
c. Total Number of Attachment Points____________
d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1)
e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for
maximum spacing allowed based on maximum design wind speed)
f. Total Surface Area of PV Modules (square feet)_________________ ft 2
g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2
If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
In order for a PV system to be considered for an expedited permit process, the following must apply:
1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems.
2. The PV array is composed of 4 series strings or less per inverter.
3. The total inverter capacity has a continuous ac power output 13,440 Watts or less
4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)).
5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV
system. Interactive PDF diagrams are available at www.solarabcs.org/permitting.
Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant
understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively
communicate, provide an alternative diagram with appropriate detail.
606 W Park Ln
10/11/22
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Standard String System Site Plan
Nerd Power LLC
2065 W Obispo Ave Suite 102 Rolando Nunez
Gilbert, AZ 85233
606 W Park Ln
3.00 kW
606 W Park Ln
10/11/22
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Standard String System Electrical Diagram
Nerd Power LLC
2065 W Obispo Ave Suite 102 Rolando Nunez
Gilbert, AZ 85233
606 W Park Ln
3.00 kW
606 W Park Ln
10/11/22
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Notes for Standard String System Electrical Diagram
Contractor Name,
Address and Phone:
_________________
_________________
_________________
_________________
Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
Site Name: __________________________
Site Address: ________________________
System AC Size: ______________________
SIZE FSCM NO DWG NO REV
SCALE NTS Date: SHEET
Drawn By:
Checked By:
MAX POWER-POINT CURRENT (IMP)
MAX POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
MAX SERIES FUSE (OCPD)
MAXIMUM POWER (PMAX)
MAX VOLTAGE (TYP 600VDC)
VOC TEMP COEFF (mV/oC or %/oC )
IF COEFF SUPPLIED, CIRCLE UNITS
A
V
V
A
A
W
V
MODULE MAKE
MODULE MODEL
PV MODULE RATINGS @ STC (Guide Section 5)
MAX DC VOLT RATING
MAX POWER @ 40oC
NOMINAL AC VOLTAGE
MAX AC CURRENT
MAX OCPD RATING
V
W
V
A
A
INVERTER MAKE
INVERTER MODEL
INVERTER RATINGS (Guide Section 4)
1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE
REQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE
REQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX
CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER
OCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL
SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?
YES NO
NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9):
1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN
EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST
MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC
2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED
47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9
CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT
LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF
47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER
FUSE.
b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER
FUSE.
NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE ® REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNSSEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND
AC DISCONNECT (IF USED)
RATED MPP CURRENT
RATED MPP VOLTAGE
MAX SYSTEM VOLTAGE
MAX CIRCUIT CURRENT
A
V
V
A
PHOTOVOLTAIC POWER SOURCE
WARNING: ELECTRICAL SHOCK
HAZARDLINE AND LOAD MAY BE
ENERGIZED IN OPEN POSITION
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
A
V
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Nerd Power LLC
2065 W Obispo Ave Suite 102 Rolando Nunez
Gilbert, AZ 85233
606 W Park Ln
3.00 kW
606 W Park Ln
10/11/22
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-5
PROJECT ID
RO
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FRESH 08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
ELECTRICAL LINE
DIAGRAM
MAIN SERVICE VOLTAGE:
MAIN PANEL BRAND:
MAIN SERVICE PANEL:
MAIN BREAKER RATING:
MAIN SERVICE LOCATION:
SERVICE FEED SOURCE:
240V
100 A (NEW)
SOUTH-EAST
(11 ) LONGI SOLAR LR4-60HPB 355M 355W MODULES
(01) SOLAREDGE TECHNOLOGY:SE3000H-US (240V)
(11) SOLAREDGE POWER OPTIMIZER S-440
(1) STRING OF 11 MODULES CONNECTED IN SERIES.
SCALE: NTSPV-5
1 ELECTRICAL LINE DIAGRAM
Tag #
THWN-2 - Ground
Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER)
THWN-2
1
1
2
2
3
Bare Copper Ground (EGC/GEC)
THWN-2
PV WIRE
10 AWG
8 AWG
THWN-2 - Ground
Description Wire Gauge # of Conductors/Color
10 AWG
6 AWG
10 AWG
8 AWG
2 (1V+, 1V-)
1 BARE
2 (1V+, 1V-) B/R
1 (GRN)
3 (1L1, 1L2, 1N) B/R/W
1 (GRN)3
INTERCONNECTION
120% RULE - NEC 705.12(B)(2)(3)(a)
UTILITY FEED + SOLAR BACKFEED
100A + 20A = 120A
BUSS RATING x 120%
100A x 120% = 120A
100 A (NEW)
PAGE 5 OF 18
Conduit Type Conduit Size
EMT 3/4"
3/4"
3/4"
3/4"
EMT
EMT
EMT
INSIDE EMT-ON ROOF
INSIDE EMT-ON ROOF 3/4"
3/4"
3
L1
L2
N
G
=
AC DC
3
JUNCTION BOX
600 V, NEMA 3
UL LISTED
- +
- + +
- +
+ + + - - -
2
- +
-
1 3
=
=
=
=
=
=
=
=
=
=
2 1
10 11
SolarEdge Power Optimizer S-440 Rated
DC Input Power - 440 watts
Maximum Input Voltage - 60 Vdc
MPPT Range - 8 to 60 Vdc
Maximum Input Current - 14.5 Adc
Maximum Output Current - 15 Adc String
Limitations - 8 to 25 Optimizers,
5700 watts STC per string maximum
LONGI SOLAR LR4-60HPB
355M 355W MODULES
L1
L2
L1
L2
N
G
N
G
AC DISCONNECT
EATON#DG221URB 30A,
2P,600VAC NEMA 3R (N) MAIN BREAKER TO
HOUSE 240V, 100A/2P,
(TOP FED)
(N) 20A/2P PV BREAKER AS
FAR AS POSSIBLE FROM
THE MAIN BREAKER
BI-DIRECTIONAL UTILITY
METER 1-PHASE, 3-W,
120V/240V
UTILITY PROVIDER :- SCE
UTILITY METER # :- N/A
SERVICE INFO
UTILITY PROVIDER: SCE
OVERHEAD
SYSTEM SIZE:
TOTAL DC SYSTEM SIZE: 3.91 kW DC
TOTAL AC SYSTEM SIZE: 3.00 kW AC
(N) MAIN SERVICE PANEL,
100A RATED, 240V,
(SEMI-FLUSH MOUNT)
SIEMENS MC1224B1100ESC
SIEMENS MC1224B1100ESC
SOLAREDGE TECHNOLOGY:
SE3000H-US
OUTPUT: 240 VAC, 12.50A
99% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT &
INTEGRATED RAPID SHUTDOWN
G
N
NL2L1
M
TO UTILITY GRID
100A
20A/2P
GROUNDING
ELECTRODE SYSTEM
· APPROVED MAIN SERVICE
PANEL TO BE INSTALLED AT SITE
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATEDESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-7
PROJECT ID
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FRESH08/09/2022ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
PLACARDS
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC
2017 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.
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-7
PROJECT ID
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
SOURCES: UTILITY GRID
AND PV SOLAR ELECTRIC
SYSTEM
DUAL POWER SUPPLY
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): CEC 2019: 705.12(D)(3),
NEC 2017: 705.12(D)(3), NEC 2011:
705.12(D)(4)
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019:
705.12(D)(2)(3)(c), NEC 2017:
705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4)
WARNING: PHOTOVOLTAIC
POWER SOURCE
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT, AT EACH TURN, ABOVE AND
BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
PER CODE(S): CEC 2019: 690.31(G)(3), 690.31(G)(4), NEC 2017: 690.31(G)(3),
690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012: 605.11.1.4
ELECTRICAL SHOCK HAZARD
IF GROUND FAULT IS INDICATED
ALL NORMALLY GROUNDED
CONDUCTORS MAY BE
UNGROUNDED AND ENERGIZED
LABEL LOCATION:
INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF
APPLICABLE).
PER CODE(S): CEC 2019: 690.5(C), NEC 2017: 690.5(C),
NEC 2011: 690.5(C)
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
12.50 AMPS
240 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54, NEC
2011: 690.54
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE
UNGROUNDED AND MAY BE
ENERGIZED
ELECTRICAL SHOCK HAZARD
WARNING !
LABEL LOCATION:
INVERTER(S), DC DISCONNECTS.
PER CODE(S): CEC 2019: 690.35(F), NEC
2017: 690.35(F), NEC 2011: 690.35(F)
ELECTRICAL SHOCK HAZARD
DO NOT TOUCH TERMINALS.
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL
(IF APPLICABLE).
PER CODE(S): CEC 2019: 690.17(E), NEC 2017: 690.17(E),
NEC 2011: 690.17(4)
WARNING!
WARNING!
WARNING!
PHOTOVOLTAIC SYSTEM
DISCONNECT
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
AC DISCONNECT, POINT OF INTERCONNECTION
(PER CODE: NEC 690.56(C)(1)(a), IFC 605.11.3.1(1)
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): CEC 2019: 690.53, NEC 2017: 690.53, NEC
2011: 690.53
INVERTER #1 SOLAREDGE
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX. RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER OR
DC-TO-DC- CONVERTER
(IF INSTALLED)
480VDC
15.0ADC
10.28ADC
PAGE 7 OF 18
POWER SOURCE
OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): CEC 2019:
705.12(B)(2)(3)(b), NEC 2017:
705.12(B)(2)(3)(b), NEC 2011: 705.12(D)(7)
WARNING !
CAUTION:
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
UTILITY METER & MAIN SERVICE PANEL
AC DISCONNECT
INVERTER
(N) INVERTER
(N) AC DSCONNECT
(E) UTILITY METER
(N) MAIN SERVICE PANEL
(SEMI-FLUSH MOUNT) ALL IN ONE
60
6
W
P
A
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606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-18
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 18 OF 18
606 W Park Ln
10/11/22
09/02/2022
RE: Structural Certification for Installation of Residential Solar
ROLANDO NUNEZ:606 W PARK LN, SANTA ANA, CA 92706,USA
Attn: To Whom It May Concern
Design Criteria
Code 2019 California Building Code (ASCE 7-16)
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 95 mph
PV Dead Load DPV 3 psf Exposure C
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. From the field observation report, the roof is made of Single layer
composition shingle roofing over roof plywood supported by 4X4 Trusses at 34 inches. The slope of the roof
was approximated to be 20 degrees and the allowable maximum rafter span is 10 feet between supports.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
projects@evengineersnet.com
http://www.evengineersnet.com
606 W Park Ln
10/11/22
Structural Letter for PV Installation
Date: 09/02/2022
Job Address: 606 W PARK LN
SANTA ANA, CA 92706,USA
Job Name: ROLANDO NUNEZ
Job Number: 220902RN
Scope of Work
Table of Content
Sheet
1 Cover
2 Attachment Uplift checks
3 Roof Framing Check
4 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2019 California Building Code (ASCE 7-16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
Wind Load (component and Cladding)
V 95 mph
Exposure C
References
NDS for Wood Construction
Sincerely,
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
projects@evengineersnet.com
http://www.evengineersnet.com
606 W Park Ln
10/11/22
Wind Load Cont.
95 mph ASCE 7-16 Figure 26.5-1B
C
1.0 ASCE 7-16 Sec 26.8.2
0.85 ASCE 7-16 Table 26.10-1
0.85 ASCE 7-16 Table 26.6-1
1.00 ASCE 7-16 Table 26.9-1
16.61 psf
20.0 Degrees
1.5 Conservatively assuming all exposed
0.8 conservatively assuming 10 ft2 effective area
Uplift (W)Zone(1) Zone(2r) Zone(2e)Zone(3)
Fig. 30-3-2 GCp=-2.1 -2.6 -2.7 -2.7
Eq. 29.4-7 P=qh(GCp)(γE)(γa)=-41.86 -51.83 -53.82 -53.82
GCp=0.3 Figure 30.3-2
P=qh(GCp)(γE)(γa)=4.49 Equation 29.4-7
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
Attachment max. spacing= 2.8 ft
5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A - NDS
2.5 in DFL Assumed
Prying Coefficient 1.4
Allowable Capacity= 760 lbs
Zone Trib Width Area (ft) Uplift (lbs) Down (lbs)
Zone(1) 2.8 7.7 155.4 57.6
Zone(2r) 2.8 7.7 190.0 57.6
Zone(2e) 2.8 7.7 196.9 57.6
Zone(3) 3 7.7 196.9 57.6
Conservative Max= 196.9 < 760
CONNECTION IS OK
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
II
V=
Exposure =
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
γE=
γa=
KZt =
qh= 0.00256KzKztKdKeV2=
Pitch =
Lag Screw Penetration
Risk Category =
KZ =
Kd =
Ke =
projects@evengineersnet.com
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606 W Park Ln
10/11/22
Vertical Load Resisting System Design
Roof Framing Trusses
Snow Load Fully Exposed
pg= 0 psf Ct =1.1
Ce = 0.9 Is =1.0
pf = 0 psf
pfmin. = 0.0 psf
ps =0 psf Conservatively (Cs=1) 0 plf
Max Length, L = 10 ft (Rafter maximum Allowable Horizontal Span)
Tributary Width, WT = 34in
Dr = 10 psf 28.33 plf
PvDL = 3 psf 8.4 plf
Load Case: DL+0.75(0.6W+S)
0.75(Pnet+Ps)+ Ppvcos(θ)+PDL= 42 plf
Mdown= 354 lb-ft
Mallowable = Sx x Fb' (wind)= 1063 lb-ft > 354 lb-ft OK
Load Case: DL+S
Ps+ Ppvcos(θ)+PDL= 37 plf
Mdown= 306 lb-ft
Mallowable = Sx x Fb' (wind)= 1063 lb-ft > 306 lb-ft OK
Load Case: DL+0.6W
Pnet+ Ppvcos(θ)+PDL= 44.4 plf
Max Moment, Mu= 370 lb-ft
Mallowable = Sx x Fb' (wind)= 1479 lb-ft > 370 lb-ft OK
Pv max Shear= 57.6 lbs
Shear, Vu=wL/2+Pv Point Load = 241 lbs
Max Shear, Vu=wL/2+Pv Point Load = 241 lb
Member Capacity
DF-L No.2
4X4 CL CF Ci Cr KF φ λ
Fb = 900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi
Fv = 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi
E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi
Emin = 580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi
Depth, d = 3.5 in
Width, b = 3.5 in
Cross-Sectonal Area, A = 12.25 in2
Moment of Inertia, Ixx = 12.5052 in4
Section Modulus, Sxx = 7.14583 in
Allowable Moment, Mall = Fb'Sxx = 924.5 lb-ft DCR=Mu/Mall = 0.33 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A = 1470.0 lb DCR=Vu/Vall = 0.16 < 1 Satisfactory
Design Value Adjusted Value
projects@evengineersnet.com
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606 W Park Ln
10/11/22
Siesmic Loads Check
Roof Dead Load 10psf
% or Roof with Pv 8%
Dpv and Racking 3 psf
Average Total Dead Load 10.2 psf
Increase in Dead Load 0.9%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
ROLANDO NUNEZ. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
http://www.evengineersnet.com
606 W Park Ln
10/11/22
AC
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REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-3
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
STRING
LAYOUT
1 STRING LAYOUT
PV-3 SCALE: 3/32" = 1'-0"
PAGE 3 OF 18
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
SOLAR PV MODULE 11 LONGI SOLAR LR4-60HPB 355M 355W MODULES
INVERTER 01 SOLAREDGE TECHNOLOGY: SE3000H-US (240V)
INVERTER INTEGRATED RAPID SHUTDOWN
OPTIMIZER 11 SOLAREDGE POWER OPTIMIZERS S-440
AC DISCONNECT 1 AC DISCONNECT EATON#DG221URB 30A,
2P,600VAC NEMA 3R
ATTACHMENT 44 CHIKOUSA L FOOT ATTACHMENTS
RAILS 0 CHIKOUSA 7 RAILS 134"
RAILS 11 CHIKOUSA 7 RAILS 166"
RAIL SPLICE 4 SPLICE KIT
MID CLAMPS 14 MID CLAMPS
END CLAMPS 16 END CLAMPS / STOPPER SLEEVE
GROUNDING LUG 4 GROUNDING LUG
STRING 1
(E) BACK OF RESIDENCE
(E) FRONT OF RESIDENCE
W PARK LN
Structural
Only
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
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PV-6
PROJECT ID
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
WIRING
CALCULATIONS
ELECTRICAL NOTES
1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION.
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT.
3.) 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.
4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,
SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS.
6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM
ACCORDINGLY.
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE.
8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE
GROUNDING CLIP MANUFACTURER'S INSTRUCTION.
9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
10.) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
NUMBER OF CURRENT
CARRYING CONDUCTORS IN
EMT
4-6
7-9
10-20
PERCENT OF
VALUES
.80
.70
.50
DC CONDUCTOR AMPACITY CALCULATIONS:
ARRAY TO JUNCTION BOX:
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # LONGI SOLAR LR4-60HPB 355M 355
(355W)MODULES
VMP 34.6
IMP 10.27
VOC 40.6
ISC 11.25
MODULE DIMENSION 69.09"L x 40.87"W x 1.38"D (In Inch)
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL #SOLAREDGE TECHNOLOGY SE3000H-US
NOMINAL AC POWER 3.00KW
NOMINAL OUTPUT VOLTAGE 240 VAC
NOMINAL OUTPUT CURRENT 12.50A
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP 2°
AMBIENT TEMP (HIGH TEMP 2%)31°
CONDUIT HEIGHT 0.5"
ROOF TOP TEMP 53°
CONDUCTOR TEMPERATURE RATE 90°
MODULE TEMPERATURE COEFFICIENT OF Voc -0.27%/°C
EXPECTED WIRE TEMP (In Celsius)31°
TEMP. CORRECTION PER TABLE (310.16)0.96
NO. OF CURRENT CARRYING CONDUCTORS 2
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)1.00
CIRCUIT CONDUCTOR SIZE 10 AWG
CIRCUIT CONDUCTOR AMPACITY 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
17.58A
1.25 X 1.25 X MODULE ISC
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
38.40ATEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY
Result should be greater than (17.58A) otherwise less the entry for circuit conductor size and
ampacity
DC CONDUCTOR AMPACITY CALCULATIONS:
FROM JUNCTION BOX TO INVERTER:
AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT
PER NEC 310.15(B)(2)(c)+22°
EXPECTED WIRE TEMP (In Celsius)31 +22 = 53
TEMP. CORRECTION PER TABLE (310.16)0.76
NO. OF CURRENT CARRYING CONDUCTORS 2
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)1.00
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
18.75A
1.25 X OPTIMIZER OUTPUT CURRENT
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
30.40ATEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY
Result should be greater than (18.75A) otherwise less the entry for circuit conductor size and
ampacity
AC CONDUCTOR AMPACITY CALCULATIONS:
FROM INVERTER TO MAIN SERVICE PANEL:
No. OF INVERTER 1
EXPECTED WIRE TEMP (In Celsius)31
TEMP. CORRECTION PER TABLE (310.16)0.96
NO. OF CURRENT CARRYING CONDUCTORS 3
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)1
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B)
15.63A
1.25 X MAX INVERTER OUTPUT CURRENT
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
38.40A TEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY
Result should be greater than (15.63A) otherwise less the entry for circuit conductor size and
ampacity
PAGE 6 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-8
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
OPTIMIZER CHART
1-10
1
2
3
4
11-20 21-30 31-40 41-50 51-60
5
6
7
8
9
10
OPTIMIZER
CHART
PAGE 8 OF 18
W PARK LN 606 W Park Ln
10/11/22
1
0
'
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-9
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
ELEVATION
PAGE 9 OF 18
EQUIPMENT ELEVATION
SCALE: NTS
1
PV-9
(N) MAIN SERVICE PANEL,
100A RATED, 240V,
(SEMI-FLUSH MOUNT) ALL IN ONE
(N) SOLAREDGE TECHNOLOGY :
SE3000H-US INVERTER
INTEGRATED RAPID SHUTDOWN
(N) AC DISCONNECT
(E) UTILITY METER
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-10
PROJECT ID
RO
L
A
N
D
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60
6
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 10 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-11
PROJECT ID
RO
L
A
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 11 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-12
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 12 OF 18
606 W Park Ln
10/11/22
9/25/1997
by: John Sokolik
STEP 1 Article 220.82 (B) (1),(2)
2112 General Lighting load 6,336 VA
3 Small Appliance 4,500 VA
1 Laundry circuit 1,500 VA
12,336 VA
STEP 2 Article 220.82 (C)12,336 VA
A/C Condenser & Fixed Electric Space Heating QTY Total 1
7,130 VA AHU 1 5,800 VA Heating Load 4,050 VA
VA AHU 2 VA CU Load 7,930 VA
VA AHU 3 VA
VA AHU 4 VA 7,930 VA
VA AHU 5 VA
STEP 3 Article 220.82 (B) (3)11,420 VA
1 6,000 VA
1 1,400 VA 9,600 VA
1 900 VA
1 1,030 VA VA
1 690 VA
1 400 VA 27,272 VA
1 1,000 VA
VA 114 A
VA
VA 71 A
VA
VA 125 A
VA
VA 2
VA 4
VA 6
VA Copper
VA
VA
VA 11,420 VA
STEP 4 Article 220.82 (B) (3)
9,600 VA
STEP 5 Article 220.82 (B) (3)
0
Cooktop
Cooktop
Oven(s)
Oven(s)
Number of appliances 0 Dem. Factor
Cooktop & Oven Demand Load
Pool Panel Feeder Calculation (See Note)A B N Continuous Non-continuous
0 . . . . . .0 0 0 Motors Motors
0 . . . . . .0 0 0 240v 240v
. . . . . .0 0 240v 240v
. . . . . .0 0 240v 240v
. . . . . .0 0 240v 240v
Pool Light 0 . . . . . .0 0 0 240v 240v
Blower 2333 0 240v 0 0 0
other load 0 240v 0 0 0 0.0
other load 0 240v 0 0 0
Min.Copper Pool Feeder AWG A A A
A Neut. load
Min. Neutral size
Electric Clothes Dryers
Col B demand
Spa heater 11 kVA
Col B demand
Non-continuous
Electric Ranges
Col B demand
Total Appliance Load
jmp1jds@comcast.net
Max.Unbalanced Neutral Load
Pool heater 3.5 ton
Minimum Panel Rating
Microwave
Disposal
Microwave
Sprinkler Pump
Neutral Demand
R / Hood
Col C demand
Mini Refrig
Residential Optional Calculation
General lighting, Sm. Appl. & Laundry
Refrigerator
Appliance Demand Load
Dryer Demand Load
Gen.Lgt, Sm App.& Laun. Load
Version 2011 L
Demand Load
9/2/2022 21:41
Service Demand
Electric Space Heat @ 65% <4, 40% >3, vs. A/C @ 100%
Col B demand
ROLANDO NUNEZ
0
Range Demand Load
0
SANTA ANA, CA 92706,USA
Eq. Grding Cond.
Ironing Center
Another No Demand
Jacuzzi Tub
Pool Equip. Panel
Pool heater 5 ton
or Number of appliances
Fountain Pump
606 W PARK LN,
Min. Feeder size
Motor Neutral Load
Min.Service Req.
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>><<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
Apply Demand
Welder
Well Pump
Spa & Garage No Demand
Continuous Motors
Phase Amperes
Water Heater
Freezer
Wine Clr
Dishwasher
Insta Hot
Check Box for Gas Range
606 W Park Ln
10/11/22
AC
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SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-2
PROJECT ID
RO
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FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
ROOF PLAN &
MODULES
ROOF DESCRIPTION
ROOF TYPE COMP SHINGLE ROOF
ROOF ROOF TILT AZIMUTH RAFTERS
SIZE
RAFTERS
SPACING
#1 20° 180° 4"x4"34" o.c.
LEGEND
- JUNCTION BOX
MSP - MAIN SERVICE PANEL
- VENTS, DISH (ROOF OBSTRUCTION)
- ROOF ATTACHMENT
- RAFTERS
- CONDUIT
- UTILITY METER
SCALE: 3/32" = 1'-0"
- SOLAREDGE OPTIMIZER
MODULE TYPE, DIMENSIONS & WEIGHT
ACD - AC DISCONNECT
- INVERTER
1
PV-2
NUMBER OF MODULES = 11 MODULES
MODULE TYPE = LONGI SOLAR LR4-60HPB 355M 355W MODULES
MODULE WEIGHT = 42.99 LBS / 19.5 KG.
COMPONENT WEIGHT: 1.5 LBS. PER MODULE
TOTAL DEAD LOAD: 489.39 LBS.
POINT LOAD PER STANDOFF.: 489.39 LBS / 44 STANDOFF = 11.12 LBS
MODULE DIMENSIONS = 69.09"x 40.87" = 19.61 SF
UNIT WEIGHT OF ARRAY = 2.27 PSF
UM
JB
INV
ARRAY AREA WITH TOTAL ROOF AREA
ROOF # OF
MODULES
ARRAY AREA
(Sq. Ft.)
TOTAL
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED
BY ARRAY
(%)
#1 11 215.70 940.61 22.93
ROOF PLAN & MODULES
PAGE 2 OF 18
ARRAY AREA WITH WHOLE ROOF AREA
ROOF # OF
MODULES
ARRAY AREA
(Sq. Ft.)
TOTAL
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED
BY ARRAY
(%)
#1 11 215.70 2780.62 7.76
LONGI SOLAR
LR4-60HPB 355M
355W MODULES
40.87"
69
.
0
9
"
- GAS METERGAS
(11) SOLAREDGE POWER
OPTIMIZER S-440
(N) CHIKOUSA 7 RAILS
RACKING SYSTEM
(44) CHIKOUSA COMPOSITION
L-FOOT ATTACHMENTS @34"O.C.
(E) FRONT OF RESIDENCE
W PARK LN
ROOF #1
TILT - 20°
AZIM. - 180°
(N) MAIN SERVICE PANEL,
100A RATED, 240V,
(SEMI-FLUSH MOUNT) ALL IN ONE
(E) UTILITY METER
(N) AC DISCONNECT
(N) SOLAREDGE TECHNOLOGY :
SE3000H-US INVERTER
INTEGRATED RAPID SHUTDOWN
(E) GAS METER
ROOF #01
(11) LONGI SOLAR LR4-60HPB
355M 355W MODULES
ROOF ACCESS POINT
3/4" EMT CONDUIT
RUN ON ROOF
(N) JUNCTION BOX
36
"
F
I
R
E
S
E
T
B
A
C
K
18" FIRE SETBACK
18" FIRE SETBACK
18" FIRE SETBACK
18" FIRE SETBACK
(E) CHIMNEY
(E) BACK OF RESIDENCE
Structural
Only
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-4
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
ATTACHMENT
DETAIL
PAGE 4 OF 18
SCALE: NTS
2
PV-4
ATTACHMENT DETAIL
SCALE: NTS
1
PV-4
ATTACHMENT DETAIL(enlarged view)
PV MODULE
SEE (2/PV-3) FOR
ENLARGED VIEW
(E) SINGLE LAYER OF
COMP SHINGLE
PV MODULES
CHIKOUSA 7 RAILS FLASHING
COMPOSITION L FOOT
ATTACHMENT
(E) SINGLE LAYER OF
COMP SHINGLE
GROUNDING & END/MID
CLAMP
CHIKO ASPHALT ROOF
RACKING SYSTEM
4"x4" RAFTERS @ 34" O.C.
5/16" x 3 1/2" SS LAG BOLT
INTO RAFTER(S) 2 1/2" MIN.
PENETRATION SEALED
W/ GEOCEL.
CHIKOUSA CHANNEL NUT
4"X4" RAFTE
R
S
@
34"O.C.
6"
Structural
Only
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-13
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 13 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-14
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 14 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-15
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 15 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-16
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 16 OF 18
606 W Park Ln
10/11/22
REV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ANSI B
11" X 17"
DATE DESCRIPTION
REVISIONS
Signature with Seal
PROJECT NAME & ADDRESS
PV-17
PROJECT ID
RO
L
A
N
D
O
N
U
N
E
Z
60
6
W
P
A
R
K
L
N
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
,
U
S
A
FRESH08/09/2022 ORIGINAL PLAN
2065 W OBISPO AVE #102
GILBERT, AZ 85233 USA
866-572-2637
LIC # CA-1019100
ABHISHEK MAHESH
EQUIPMENT
SPECIFICATION
PAGE 17 OF 18
606 W Park Ln
10/11/22
606 W Park Ln
10/11/22
Rev: 8/29/19
SOL-01 CBC 2016
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
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
Nerd Power LLC
1019100
caprocessing@nerdpower.energy
Zachariah V Michicoff
602-609-4486
606 W Park Ln Santa Ana CA 92706
9/9/22
606 W Park Ln
10/11/22