HomeMy WebLinkAbout5216 W Crystal Ln- DL - 101115957 & 20180389 & 101116730 - PlanHello,
I, Kim Quoc Le, have contracted with Powur PBC to install solar panels at my home at 5216 W Crystal Ln
Santa Ana, CA 92704. They are authorized to permit this project on my behalf through Santa Ana City.
Thank you,
Kim Quoc Le
Email: K7124@yahoo.com
Phone: 714-235-1665
Signature:
Date Signed:
DocuSign Envelope ID: 9C6638DD-5115-411D-8105-6F1EE59380B9
6/14/2023
5216 W Crystal Ln
07/28/23
Certificate Of Completion
Envelope Id: 9C6638DD5115411D81056F1EE59380B9 Status: Completed
Subject: Complete with DocuSign: 289532_Le_Homeowner Authorization.pdf
Source Envelope:
Document Pages: 1 Signatures: 1 Envelope Originator:
Certificate Pages: 1 Initials: 0 Permitting Team
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
2683 Via De La Valle #G321
Del Mar, CA 92014
permitting@powur.com
IP Address: 68.108.34.67
Record Tracking
Status: Original
6/14/2023 8:08:37 AM
Holder: Permitting Team
permitting@powur.com
Location: DocuSign
Signer Events Signature Timestamp
KIM QUOC LE
K7124@yahoo.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Using IP Address: 76.175.208.202
Signed using mobile
Sent: 6/14/2023 8:08:38 AM
Viewed: 6/14/2023 9:35:57 PM
Signed: 6/14/2023 9:36:41 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
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
Mike Felber
mike.felber@powur.com
Security Level: Email, Account Authentication
(None)
Sent: 6/14/2023 8:08:37 AM
Viewed: 6/14/2023 8:08:37 AM
Signed: 6/14/2023 8:08:37 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 6/14/2023 8:08:38 AM
Certified Delivered Security Checked 6/14/2023 9:35:57 PM
Signing Complete Security Checked 6/14/2023 9:36:41 PM
Completed Security Checked 6/14/2023 9:36:41 PM
Payment Events Status Timestamps
5216 W Crystal Ln
07/28/23
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
S OL-01 C BC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed con tractor of record shall com plete all section s, 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
m inim um 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 S ection 605.11 of the C alifornia Fire C ode, an d is this shown on the roof plan?
2. Will the PV system be installed on a roof havin g only on e roofing layer with no
overlays?
3. Will the PV array be flush m oun ted to the existin g roof so that the plan e of the
m odules (pan els) are parallel to the plan e of the roof?
4. Will the PV system weigh m axim um 4 pounds per square fee t or less?
5. Will the PV system be installed where the m odules do not overhan g an y roof edges
(such as eaves, gabled en ds, ridges an d hips)?
6. Will the PV system be installed with a space of 2” m inim um to 10” m axim um betwee n
the un derside of m odule s and the surface of the roof?
7. Will the PV system be installed without usin g any ballast system or coun ter-weight
system ?
8. Will the anchors be installed with a m axim um horizontal anchor spacin g of 6 feet
an d is this m axim um horizontal spacin g shown on the plans?
9. Will the m in im um 5/16” lag screw s be in stalled with a m inim um of 2-1/2 inch
em bedm en t into roof rafters (with pre-drilled holes) and is this m inim um em bedm en t
shown on the plan s?
10. Are ALL the structural pages of the plans stam ped an d sign ed by a C aliforn ia
licen sed professional engineer? (includin g project specific site plan , PV layout,
an chorage spacing, an chorage details and m an ufacturer’s PV support inform ation.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Nam e: S ign ature:
Phon e Num ber: Date:
Em ail 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
Powur, PBC Inc
1060243
Mike Felber
541-891-6175
mike.felber@powur.com
5216 W Crystal Ln
6/15/2023
5216 W Crystal Ln
07/28/23
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
Design Criteria:
Subject: Structural Certification for Installation of Residential Solar
re job:
Attn.: To Whom It May Concern
Observation of the condition of the existing framing system was performed by an audit team of
After review of the field observation data, structural capacity calculations were performed in accordance
with applicable building codes to determine adequacy of the existing roof framing supporting the proposed
panel layout. Please see full Structural Calculations report for details regarding calculations performed and
limits of scope of work and liability. The design criteria and structural adequacy are summarized below:
05-08-2023
05-08-2023
Powur PBC
Kim Quoc Le
Powur PBC
ROOF 1: Tile roofing supported by 2x4 Truss @ 32 in. OC spacing. The roof is sloped at
approximately 13 degrees and has a max beam span of 7.0 ft between supports. Roof is adequate to
support the imposed loads. Therefore, no structural upgrades are required.
Code: 2022 CBC, ASCE 7-16, Ult Wind Speed: 95 mph, Exposure Category: C , Ground Snow: 0
psf, Min Snow Roof: 0 psf
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
2683 Via De La Valle #321G
5216 W Crystal Ln, Santa Ana, CA 92704, USA
5216 W Crystal Ln
07/28/23
Attn.: To Whom It May Concern
re job:
The following calculations are for the structural engineering design of the photovoltaic panels and are
valid only for the structural info referenced in the stamped plan set.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
Design Criteria:
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
05-08-2023
Page 1 of 8
05-08-2023
Powur PBC
2683 Via De La Valle #321G
Kim Quoc Le
5216 W Crystal Ln, Santa Ana, CA 92704, USA
I certify that the roof structure has sufficient structural capacity for the applied PV loads.
Code: 2022 CBC, ASCE 7-16,
Live Load: 20 psf
Ult Wind Speed: 95 mph
Exposure Cat: C
Ground Snow: 0 psf
Min Snow Roof: N/A
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
Roof Properties:
Roof Type =
Roof Pitch (deg) =
Mean Root Height (ft) =
Attachment Trib Width (ft) =
Attachment Spacing (ft) =
Framing Type =
Framing Size =
Framing OC Spacing (in.) =
Section Thickness, b (in) =
Section Depth, d (in) =
Section Modulus, Sx (in3) =
Deflection Limit D+L (in) =
Deflection Limit S or W (in) =
Attachments Pattern =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb (psi) =
Wood Fv (psi) =
Wood E (psi) =
CD (wind) =
Cd (snow) =
CLS =
CM = Ct = CL = C i =
CF =
Cfu =
Cr =
F'b wind (psi) =
F'b snow (psi) =
F'v wind (psi) =
F'v snow (psi) =
M allowable wind (lb-ft) =
M allowable snow (lb-ft) =
V allowable wind (lbs) =
V allowable snow (lbs) =
E' (psi) =
Moment of Inertia, lx (in ) =
Unsupported Span (ft) =
Upper Chord Length (ft) =
Page 2 of 8
Tile
13.0
23.0
3.25
4.0
Truss
2x4
32.0
1.5
3.5
3.062
5.359
7.0
3.0
2.0
Fully Staggered
No
NA
DF
900.0
180.0
1600000.0
1.6
1.15
1.0
1.0
1.5
1.0
1.0
2160.0
1552.5
288.0
207.0
551.25
396.21
1008.0
724.5
Roof 1
1600000.0
15.0
Kim Quoc Le
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
Load Calculation:
Dead Load Calculations:
Panels Dead Load (psf) =
Roofing Weight (psf) =
Decking Weight (psf) =
Framing Weight (psf) =
Misc. Additional Weight (psf) =
Existing Dead Load (psf) =
Total Dead Load (psf) =
Wind Load Calculations:
Ultimate Wind Speed (mph) =
Directionality Factor, kd =
Topographic Factor, kzt =
Velocity Press Exp Factor, kz =
Velocity Pressure, qz (psf) =
External Pressure Up, GCp_1 =
External Pressure Up, GCp_2 =
External Pressure Up, GCp_3 =
External Pressure Down, GCp =
Design Pressure Up, p_1 (psf) =
Design Pressure Up, p_2 (psf) =
Design Pressure Up, p_3 (psf) =
Design Pressure Down, p (psf) =
Snow Load Calculations:
Ground Snow Load, pg (psf) =
Min Flat Snow, pf_min (psf) =
Sloped Snow, ps_min (psf) =
Snow Importance Factor, Ic =
Exposure Factor, Ce =
Thermal Factor, Ct =
Flat Roof Snow, pf (psf) =
Slope Factor, Cs =
Sloped Roof Snow, ps (psf) =
Page 3 of 8
3.0
9.0
2.0
0.451
1.0
12.451
15.451
95.0
0.85
1.0
0.929
18.24
-2.0
-2.569
-3.058
0.465
-25.172
-32.337
-38.49
16.0
Roof 1
0.0
0.0
0.0
1.0
0.9
1.1
0.0
1.0
0.0
Kim Quoc Le
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
Attachment Type =
Allowable Up Force (lbs) =
Allowable Down Force (lbs) =
Allowable Side Force (lbs) =
Applied Uplift Force (lbs) =
Uplift DCR =
Applied Down Force (lbs) =
Down DCR =
Applied Lateral Force (lbs) =
Lateral DCR =
Attachment Checks:
Page 4 of 8
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
Roof 1
-147.015
0.544
135.146
0.501
8.773
0.073
Unirac Tile Hook (004CT1,004CT5)
270.0
270.0
120.0
Kim Quoc Le
5216 W Crystal Ln
07/28/23
Roof Framing Checks:
LC1: D+S
Force Checks:
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC2: D+0.6W
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC3: D+0.75(S+0.6W)
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC4: 0.6D+0.6W
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
Page 5 of 8
Kim Quoc Le
206.0
172.0
396.0
724.0
0.52
0.237
Roof 1
334.0
279.0
551.0
1008.0
0.606
0.277
302.0
252.0
551.0
1008.0
0.548
0.25
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
252.0
210.0
551.0
1008.0
0.456
0.208
5216 W Crystal Ln
07/28/23
LC2: S
LC3: W (Down)
Deflection Checks (Service Level):
LC1: D+L
LC4: W (Up)
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
Page 6 of 8
0.425
3.0
0.142
0.0
2.0
0.0
0.059
2.0
0.029
0.092
2.0
0.046
Kim Quoc Le
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
(Existing W + Additional W)/(Existing W) =
Weight Increase:
Existing Weight:
Total Additional PV Weight (lbs) =
Seismic Check:
The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore
no further seismic analysis is required.
Wall Weight (psf) =
Tributary Wall Area (ft2) =
Total Wall Weight (lbs) =
Roof Weight (psf) =
Roof Area (ft2) =
Total Roof Weight (lbs) =
Total Existing Weight (lbs) =
Page 7 of 8
17.0
3270.0
55590.0
12.451
2898.0
36083.496
91673.49
1673.1
1.018
Kim Quoc Le
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
Limits of Scope of Work and Liability:
The calculations produced are only for the roof framing supporting the proposed PV installation
referenced in the stamped planset and were completed according to generally recognized structural
analysis standards and procedures, professional engineering and design experience, opinions and
judgments. Existing deficiencies which are unknown or were not observable during time of inspection
are not included in this scope of work. This analysis is not stamped for water leakage. Prior to
commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the
stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any
discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing
that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any concerns prior to starting construction.
Page 8 of 8
Kim Quoc Le
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
5216 W Crystal Ln
07/28/23
COVER SHEET
PHOTOVOLTAIC ROOF MOUNT SYSTEM
5216 W CRYSTAL LN, SANTA ANA, CA, 92704 USA
SHEET NAME
SHEET NUMBER
PV-0
PROJECT NAME
KI
M
Q
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O
C
L
E
52
1
6
W
C
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S
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A
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SA
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T
A
A
N
A
,
C
A
,
9
2
7
0
4
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S
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AP
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1
0
8
5
9
1
7
8
UT
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N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023 REVISION A
2 VICINITY MAP
SCALE: NTSPV-0
1 AERIAL PHOTO
SCALE: NTSPV-0
GENERAL NOTES
x THE CONTRACTOR/INSTALLER OF THE SOLAR PV SYSTEM OVER EXISTING
ROOF SHALL CONFORM TO OSHA REQUIREMENTS DURING THE
CONSTRUCTION PHASE. JOB SAFETY AND CONSTRUCTION PROCEDURES
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/INSTALLER.
x REFER TO ELECTRICAL DRAWING PV-4 FOR PANEL DETAILED
INFORMATION.
x IN CASE OF CONFLICT BETWEEN STRUCTURAL DRAWINGS AND
ELECTRICAL DRAWINGS, THE MOST RIGID REQUIREMENTS SHALL
GOVERN.
x THE CONTRACTOR/INSTALLER SHALL VERIFY ALL EXISTING BUILDING
INFORMATION SHOWN (DIMENSIONS, ROOF TOP PROJECTIONS, ETC.) AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATIONS
OF PV SYSTEM.
x THE CONTRACTOR/INSTALLER SHALL VERIFY AND COORDINATE EXISTING
OPENINGS, ROOF TOP UNITS, VENT PIPES, ETC. SHOWN ON DRAWINGS. IF
THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE
CONTRACTORS/INSTALLER'S RESPONSIBILITY TO NOTIFY ENGINEER
PRIOR TO PERFORMING THE WORK.
x ALL CONSTRUCTION IS TO BE PERFORMED IN STRICT CONFORMANCE
WITH ALL APPLICABLE TOWN, COUNTY & STATE REGULATIONS AND/OR
ANY OTHER GOVERNING BODIES.
x DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONTRACTOR MUST
CONDUCT ROOF SURVEY TO VERIFY DIMENSIONS SHOWN ON PLAN PRIOR
TO INSTALLATION. IF THERE IS A DISCREPANCY IT IS
CONTRACTOR/INSTALLER'S RESPONSIBILITY TO NOTIFY THE ENGINEER
IMMEDIATELY.
x LOCATED IN AREAS NOT REQUIRING PLACEMENT OF GROUND LADDERS
OVER OPENINGS SUCH AS DOORS OR WINDOWS.
x LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN
LOCATIONS WHERE ACCESS POINT DOES NOT CONFLICT WITH
OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS.
x DISCONNECT MEANS MUST HAVE DEDICATED CLEAR UNOBSTRUCTED
WORKING SPACE NOT LESS THAN 3' DEEP BY 2.5' WIDE TO NOT LESS
THAN 6.5' ABOVE WALKABLE SURFACES IN FRONT OF DISTRIBUTION
PANEL.
x ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS TO BE
BONDED.
x PV ARRAY NOT TO EXCEED HIGHEST POINT OF THE ROOF.
x RAPID SHUTDOWN IS ACTIVED AT THE INVERTER BY THE AC DISCONNECT.
ELECTRICAL NOTES
x ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR
ITS APPLICATION.
x ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75
DEGREE C WET ENVIRONMENT.
x 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.
x WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL
EQUIPMENT SHALL COMPLY WITH CEC 110.26.
x DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS,
FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND
STANDARDS.
x WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT
SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.
x ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE.
x MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME
AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
x MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER E.G.C.
VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
x THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
INTERCONNECTION METHOD : BACKFEED BREAKER
ROOF TYPE: - W-TILE
ROOF FRAME: - 2"X4" TRUSSES @ 24" O.C.
STORY: - TWO STORY
SNOW LOAD : - 0 PSF
WIND SPEED :- 95 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.733475, -117.937766
DESIGN CRITERIA:
18 MODULES-ROOF MOUNTED - 7.200 kWDC, 6.520 CEC kWAC
SHEET INDEX
PV-0 COVER SHEET
PV-1 SITE PLAN WITH ROOF PLAN
PV-2 ROOF PLAN WITH MODULES
PV-3 ATTACHMENT DETAILS
PV-4 ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5 WARNING LABELS & PLACARD
PV-6+ EQUIPMENT SPEC SHEETS
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC)
2022 CALIFORNIA ENERGY CODE (CEC)
2022 CALIFORNIA FIRE CODE TITLE 24 SUPPLEMENT
ANY OTHER LOCAL AMENDMENTS
GOVERNING CODES:
SYSTEM SUMMARY:
(N) 18 - HANWHA Q CELLS Q.PEAK DUO BLK-ML G10+ (400W) MODULES
(N) 18 - ENPHAE ENERGY IQ8M-72-2-US MICRO-INVERTERS
(N) JUNCTION BOX
(E) 225A MAIN SERVICE PANEL WITH (E) 200A MAIN BREAKER
(N) 125A SOLAR LOAD CENTER
(N) ENPHASE IQ COMBINER BOX 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)
NOTE: INSTALLER TO DETERMINE OPTIMAL
CONDUIT RUN ON SITE. ATTIC RUN IS
OPTIONAL UNLESS REQUIRED BELOW.
ATTIC RUN: OPTIONAL
EXISTING SYSTEM SUMMARY:
(08) SUNPOWER SPR-X20-250-BLK (250W) MODULES
(01) POWER-ONE PVI-3.0-OUTD-S-US-A INVERTER, (240V)
(01) 30A NON-FUSED AC DISCONNECT
08 MODULES-ROOF MOUNTED - 2.000 kWDC, 1.779 CEC kWAC
A
A 6/30/2024
STAMPED 07/21/2023
CSLB 1060243 C10SLB1060243C10
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# 101115957
Elec# 20180389
Issued 07/27/23
5216 W Crystal Ln
07/28/23
MSP SLC UM CB
INV
~5
8
.
45
'
~99.48'
~100.54'
~2
1
.
1
0
'
~3
9
.
0
9
'
18'-9"
12
'
-5
"
2'
-
1
0
"
21'-7"
JB
ACD
SITE PLAN WITH ROOF PLAN
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
KI
M
QU
O
C
LE
52
1
6
W
CR
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LN
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CA
,
92
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4
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10
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5
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1
7
8
UT
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SC
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AH
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C
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T
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O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023 REVISION A
SITE PLAN WITH
ROOF PLAN
1 SCALE: 3/32" = 1'-0"
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER,
DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL
NOT BE INSTALLED WITHIN 3 OF THE GAS METERS
SUPPLY OR DEMAND PIPING.
ROOF ACCESS POINT SHALL 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.
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
LEGEND
(E) POWER-ONE PVI-3.0-OUTD-S-US-A
INVERTER, (240V)
JUNCTION BOX
INV
JB
MSP MAIN SERVICE PANEL
GATE
FENCE
TREES
ENPHASE IQ COMBINER 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)CB
UTILITY METERUM
VENT, ATTIC FAN (ROOF OBSTRUCTION)
CHIMNEY
PROPERTY LINE
EXISTING
DRIVEWAY
W
C
R
Y
S
T
A
L
L
N
TWO - STORY
HOUSE
(E) 08 SUNPOWER SPR-X20-250-BLK
(250W) MODULES
(E) STRUCTURE
ROOF ACCESS POINT
ROOF ACCESS POINT
SLC SOLAR LOAD CENTER
A
A
ACD (E) AC DISCONNECT
6/30/2024
STAMPED 07/21/2023
STRUCTURAL NOTES :
1. THESE PLANS ARE STAMPED FOR
STRUCTURAL CODE COMPLIANCE OF THE
ROOF FRAMING SUPPORTING THE PROPOSED
PV INSTALLATION ONLY.
2. THESE PLANS ARE NOT STAMPED FOR
WATER LEAKAGE.
3. PV MODULES, RACKING, AND ATTACHMENT
COMPONENTS MUST FOLLOW
MANUFACTURER GUIDELINES AND
REQUIREMENTS.
4. PLEASE SEE THE ACCOMPANYING
STRUCTURAL CALCULATIONS REPORT FOR
ADDITIONAL INFORMATION.
5. PRIOR TO COMMENCEMENT OF WORK, THE
SOLAR INSTALLER SHALL VERIFY THE ROOF
FRAMING INFO BEFORE INSTALLATION AND
NOTIFY THE E.O.R. IF THERE IS ANY
INCONSISTENCY BETWEEN SITE
VERIFICATION AND FOLLOWING: 2x4 TRUSSES
@ 32" OC SPACING WITH MAX UNSUPPORTED
SPAN EQUAL OR LESS THAN 7 FT.
CSLB 1060243 C10CSLB1060243C10
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-10
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
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A
A
N
A
,
C
A
,
9
2
7
0
4
U
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AP
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#
1
0
8
5
9
1
7
8
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AH
J
:
C
I
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Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-11
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
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A
A
N
A
,
C
A
,
9
2
7
0
4
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AP
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#
1
0
8
5
9
1
7
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:
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AH
J
:
C
I
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Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-13
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
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A
A
N
A
,
C
A
,
9
2
7
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4
U
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AP
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#
1
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8
5
9
1
7
8
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:
S
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AH
J
:
C
I
T
Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-14
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
4
U
S
A
AP
N
#
1
0
8
5
9
1
7
8
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AH
J
:
C
I
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Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
MS
P
SL
C
UM
CB
INV
4'-6" 6'-0" 4'-0"
1'-8"
12'-1"
2'-0"
3'
-3
"
31'
-6
"
8'
-9
"
JB
AC
D
SHEET NAME
SHEET NUMBER
PV-2
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
4
U
S
A
AP
N
#
1
0
8
5
9
1
7
8
UT
I
L
I
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Y
:
S
C
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AH
J
:
C
I
T
Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023 REVISION A
ROOF PLAN WITH
MODULES
ROOF PLAN WITH MODULES
SCALE: 3/32" = 1'-0"1
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 18 MODULES
MODULE TYPE = HANWHA Q CELLS Q.PEAK DUO
BLK-ML G10+ (400W)
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74"X 41.1" = 21.12 SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
x PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL
NOT BE COVERED, MOVED, RE-ROUTED OR RE-LOCATED.
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
DISTRIBUTED DEAD LOAD = 3.23 PSF
AVERAGE ROOF POINT DEAD LOAD = 24.11 LBS
TOTAL SYSTEM WEIGHT: 1229.48 LBS
ARRAY AREA & ROOF AREA CALC'S
AREA OF
NEW
ARRAY
(Sq. Ft.)
AREA OF
EXISTING
ARRAY
(Sq. Ft.)
AREA OF NEW
& EXISTING
ARRAY
(Sq. Ft.)
AREA OF
ROOF(PLAN
VIEW)
(Sq. Ft.)
TOTAL ROOF
AREA
COVERED BY
ARRAY %
380.18 112.41 492.59 2429.61 20.27%
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED BY
ARRAY (%)
#1 04 84.48 289.68 29.16
#2 14 295.69 567.41 52.11
ROOF DESCRIPTION
ROOF TYPE W-TILE ROOF
ROOF ROOF
TILT AZIMUTH TRUSSES
SIZE
TRUSSES
SPACING
#1 14°270° 2"X4" 32" O.C.
#2 14°90° 2"X4" 32" O.C.
LEGEND
VENT, ATTIC FAN
(ROOFOBSTRUCTION)
CHIMNEY
ROOF ATTACHMENT UNIRAC SOLARHOOK
UNIV. CT-5 @ 48" O.C.
TRUSSES
POWER-ONE PVI-3.0-OUTD-S-US > 3000
WATT INVERTER
JUNCTION BOX
INV
JB
MSP MAIN SERVICE PANEL
FIRE PATHWAY
UNIRAC SM LIGHTR RAIL
ENPHAE ENERGY IQ8M-72-2-US
MICRO-INVERTERS
ENPHASE IQ COMBINER 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)CB
UTILITY METERUM
18"
F
I
R
E
PAT
H
W
A
Y
18
" FI
RE
PA
T
H
W
A
Y
18" FIRE PATHWAY
18
"
FI
RE
PA
TH
W
A
Y
36" FIRE PATHWAY36" FIRE PATHWAY
18" FIRE PATHWAY
18
" FI
RE
PAT
H
W
A
Y
18"
FIR
E
P
A
T
H
W
A
Y
36" FIRE
PATHWAY
RO
O
F
#1
RO
O
F
#2
W CRYSTAL LN
FRONT YARD
REAR YARD
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL 9 UNIRAC SM LIGHTR RAIL 168" MILL
SPLICE 2 BND SPLICE BAR PRO SERIES MILL
MID CLAMP 18 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 36 UNIVERSAL AF SERIES END CLAMP
ATTACHMENT 51 UNIRAC SOLARHOOK UNIV. CT-5
GROUNDING LUG 9 GROUND LUG
MICROINVERTER
MOUNTING 18 MICRO MNT BND T-BOLT 1/4IN X
3/4IN SS
HARDWARE 51 BND T-BOLT&NUT 3/8" X 1" SS
SLC SOLAR LOAD CENTER
(E) 08 SUNPOWER SPR-X20-250-BLK
(250W) MODULES
ROOF AZIMUTH:- 270°
ROOF TILT:- 14°
A
A
ACD (E) AC DISCONNECT
6/30/2024
STAMPED 07/21/2023
CSLB 1060243 C10CSLB 1060243 C10
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-3
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
4
U
S
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AP
N
#
1
0
8
5
9
1
7
8
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S
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AH
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:
C
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Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
ATTACHMENT
DETAIL
ATTACHMENT DETAIL
SCALE: NTS1
ATTACHMENT DETAIL (ENLARGED VIEW)
SCALE: NTS2
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
ENLARGE VIEW
(N)PV MODULES
(N)PV MODULES
ROOF / DECK MEMBRANE
BUILDING STRUCTURE
(2)1/4 STAINLESS STEEL
LAG BOLT AND SS EPDM
WASHER; 2.5 MINIMUM
EMBEDMENT REQUIRED
(N)UNIRAC SM LIGHT
RAIL
UNIRAC SOLARHOOK UNIV. CT-5
2.5" MIN.
EMBEDMENT
(E) 2"X4"
TRUS
S
E
S
@ " O.C
~4
"
(E)W-TILE ROOF
SS SERRATED FLANGE NUT
END / MID CLAMP
~4
"
1.
2
6
"
1.2
6
"
6WDPSHG05/08/2023
6/30/2024
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-4
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
4
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AP
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#
1
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5
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:
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O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS1
AMBIENT TEMPERTURE SPECIFICATIONS
RECORD
LOW TEMP
AMBIENT TEMP
(HIGH TEMP 2%)
CONDUCTOR
TEMPERATURE
RATE (ON
ROOF)
CONDUCTOR
TEMPERATURE
RATE (OFF
ROOF)
2°31°90°75°
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT
VOLTAGE
NOMINAL OUTPUT
CURRENT
ENPHAE ENERGY IQ8M-72-2-US 18 240 VAC 1.35A
SERVICE FEED SOURCE:
SCE
240V
EATON
SERVICE INFO.
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # VMP IMP VOC ISC
TEMPERATURE
COEFFICIENT
OF Voc
# OF MODULES
HANWHA Q CELLS Q.PEAK DUO
BLK-ML G10+ (400W)37.13 10.77 45.30 11.14 -0.27%/°C 18
MODULE DIMENSION 74" L x 41.1" W x 1.26"D
t/Z d'KEh/d t/Z
Ydz t/Z 'h' t/Z dzW d DW͘
Zd/E'
t/Z
DW/
dz;Ϳ
d DW͘
Zd
CONDUIT
FILL
DERATE
Zd
DW/dz;Ϳ
/Es Zd Z
Ydz͘
^/'E
hZZ Ed;Ϳ
'ZKhE
^/
'ZKhE
t/Z dzW
KW E/Z 2 ϭϮt'YͲ> ^ϵϬΣϯϬ 0.96 1.0 Ϯϴ͘ϴϬ Ϭϵ 12.15 Ϭϲt'BARE CU
GND
ϯͬϰΗ Dd 4 2 ϭϬt'12 AWG d,tEͲϮ
NM-B CABLES
WHERE RUN
INDOORS
ϵϬΣ40 30 0.96 0.8 ϯϬ͘ϳϮ 23.04 Ϭϵ 12.15 ϭϬt'd,tEͲϮ
ϯͬϰΗ Dd ϯ ϴt'd,tEͲϮ ϳϱΣϱϬ 0.94 1.0 ϰϳ͘ϬϬ ϭϴ 24.30 ϭϬt'd,tEͲϮ
ϯͬϰΗ Dd ϯ ϲt'd,tEͲϮ ϳϱΣϲϱ 0.94 1.0 ϲϭ͘ϭϬ -40.30 ϴt'd,tEͲϮ
C
TERMINATOR CAP ON LAST CABLE
CONNECTOR Q CABLE (TYP)
09 MICRO-INVERTERS IN BRANCH CIRCUIT #2
G
(N) JUNCTION BOX
G
ENPHAE ENERGY
IQ8M-72-2-US, 240V,
MICRO-INVERTERS
20A
10A/15A
A B
20A
09 MICRO-INVERTERS IN BRANCH CIRCUIT #1
(N) ENPHASE IQ
COMBINER BOX 4
X2-IQ-AM1-240-4
(IEEE 1547:2018)
IQ GATEWAY
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
(E) 225A MAIN
SERVICE PANEL
WITH (E) 200A
MAIN BREAKER
(TOP FED)
>
EXISTING
GROUNDING
SYSTEM
(N) 60A PV
BREAKER
ϮϬϬ
60A
BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V, 60Hz
INTERCONNECTION
120% RULE - NEC 705.12(b)(3)(2)
UTILITY FEED + NEW + EXISTING
SOLAR BACKFEED
200A +40A + 20A = 260A
BUSS RATING x 120%
225A x 120% = 270A
(E) JUNCTION BOX
G
(08) SUNPOWER
SPR-X20-250-BLK (250W)
MODULES
G
(N) 125A
SOLAR LOAD
CENTER
20A
40A
(N) 40A PV
BREAKER
D
DC
AC
(E) POWER-ONE
PVI-3.0-OUTD-S-US-A
INVERTER, (240V)
EXISTING WIRE EXISTING WIRE
NEW SYSTEM SIZE:- 18 X 400W = 7.200 KWDC
18 X 371.5W X 0.975 = 6.520 CEC KWAC
A
G
(E) AC DISCONNECT
30A NON FUSED, 240 VAC
EXISTING WIRE
EXISTING SYSTEM SIZE:- 08 X 250W = 2.000 KWDC
= 1.779 CEC KWAC
(E) 20A PV
BREAKER
A
CSLB 1060243 C10CSLB 1060243 C1
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-5
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
4
U
S
A
AP
N
#
1
0
8
5
9
1
7
8
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I
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:
S
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E
AH
J
:
C
I
T
Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
WARNING LABELS &
PLACARD
LABEL LOCATION:
EMT/CONDUIT RACEWAYS
(PER CODE: CEC690.31(D)(2)
LABEL LOCATION:
POINT OF INTERCONNECTION
PRODUCTION METER
CEC 705.12(B)(3)(3) & CEC 690.59)
NOTES AND SPECIFICATIONS:
x SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE
2022 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS
ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE
LOCAL AHJ.
x SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS
USING EFFECTIVE WORDS, COLORS AND SYMBOLS.
x LABELS SHALL BE PERMANENTLY AFFIXED TO THE
EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND
WRITTEN.
x LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND
THE ENVIRONMENT INVOLVED.
x SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,
PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE
SPECIFIED.
x DO NOT COVER EXISTING MANUFACTURER LABELS.
ELECTRICAL SHOCK HAZARD
WARNING
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: CEC 706.15
(C)(4) & CEC 690.13(B)
24.30
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING
MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED.
PER CODE(S): 2022 CEC 690.56(C) 2022 CFC 1205.4.1
!
4"
3"
PHOTOVOLTAIC AC DISCONNECT
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: CEC 690.13(B))
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, INVERTER/DC
DISCONNECT IF REQUIRED BY LOCAL AHJ, OR
OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): CEC 2022: 690.56(C)(2)
!
WARNING
THE DISCONNECTION OF THE
GROUNDED CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
!
LABEL LOCATION:
INVERTER
PER CODE: CEC 690.31(E)
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
52
1
6
W
C
R
Y
S
T
A
L
L
N
CAUTION !
MULTIPLE SOURCES OF POWER
THIS EQUIPMENT FED BY
MULTIPLE SOURCES:
TOTAL RATING OF ALL OVERCURRENT
DEVICES EXCLUDING MAIN POWER
SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
WARNING
LABEL LOCATION:
POINTS OF CONNECTION/BREAKER
CODE: CEC 705.12(b)(3)(2)
WARNING
POWER SOURCE OUTPUT
CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
!
LABEL LOCATION:
SERVICE PANEL IF SUM OF BREAKERS EXCEEDS
PANEL RATING
CEC 705.12 (b)(3)(2)
!
LABEL LOCATION:
MSP (PER CODE: CEC 705.12(D) & CEC 690.59
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
!
(E) MAIN SERVICE PANEL
(E) UTILITY METER
(N) SOLAR LOAD CENTER
(N) COMBINER BOX
(E) AC DISCONNECT
(E) PV ARRAY
(N) PV ARRAY
5216 W C rystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-6
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
R
Y
S
T
A
L
L
N
,
SA
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T
A
A
N
A
,
C
A
,
9
2
7
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4
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AP
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#
1
0
8
5
9
1
7
8
U
T
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AH
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:
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A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-7
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
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S
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A
L
L
N
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A
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A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-8
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
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Y
S
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A
L
L
N
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A
N
A
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9
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N
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A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W Crystal Ln
07/28/23
SHEET NAME
SHEET NUMBER
PV-9
PROJECT NAME
KI
M
Q
U
O
C
L
E
52
1
6
W
C
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S
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A
L
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N
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A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
5216 W C rystal Ln
07/28/23
COVER SHEET
PHOTOVOLTAIC ROOF MOUNT SYSTEM
5216 W CRYSTAL LN, SANTA ANA, CA, 92704 USA
SHEET NAME
SHEET NUMBER
PV-0
PROJECT NAME
KI
M
Q
U
O
C
L
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52
1
6
W
C
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S
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A
L
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N
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A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/11/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
09/08/2023REVISION B
2 VICINITY MAP
SCALE: NTSPV-0
1 AERIAL PHOTO
SCALE: NTSPV-0
GENERAL NOTES
x THE CONTRACTOR/INSTALLER OF THE SOLAR PV SYSTEM OVER EXISTING
ROOF SHALL CONFORM TO OSHA REQUIREMENTS DURING THE
CONSTRUCTION PHASE. JOB SAFETY AND CONSTRUCTION PROCEDURES
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/INSTALLER.
x REFER TO ELECTRICAL DRAWING PV-4 FOR PANEL DETAILED
INFORMATION.
x IN CASE OF CONFLICT BETWEEN STRUCTURAL DRAWINGS AND
ELECTRICAL DRAWINGS, THE MOST RIGID REQUIREMENTS SHALL
GOVERN.
x THE CONTRACTOR/INSTALLER SHALL VERIFY ALL EXISTING BUILDING
INFORMATION SHOWN (DIMENSIONS, ROOF TOP PROJECTIONS, ETC.) AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATIONS
OF PV SYSTEM.
x THE CONTRACTOR/INSTALLER SHALL VERIFY AND COORDINATE EXISTING
OPENINGS, ROOF TOP UNITS, VENT PIPES, ETC. SHOWN ON DRAWINGS. IF
THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE
CONTRACTORS/INSTALLER'S RESPONSIBILITY TO NOTIFY ENGINEER
PRIOR TO PERFORMING THE WORK.
x ALL CONSTRUCTION IS TO BE PERFORMED IN STRICT CONFORMANCE
WITH ALL APPLICABLE TOWN, COUNTY & STATE REGULATIONS AND/OR
ANY OTHER GOVERNING BODIES.
x DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONTRACTOR MUST
CONDUCT ROOF SURVEY TO VERIFY DIMENSIONS SHOWN ON PLAN PRIOR
TO INSTALLATION. IF THERE IS A DISCREPANCY IT IS
CONTRACTOR/INSTALLER'S RESPONSIBILITY TO NOTIFY THE ENGINEER
IMMEDIATELY.
x LOCATED IN AREAS NOT REQUIRING PLACEMENT OF GROUND LADDERS
OVER OPENINGS SUCH AS DOORS OR WINDOWS.
x LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN
LOCATIONS WHERE ACCESS POINT DOES NOT CONFLICT WITH
OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS.
x DISCONNECT MEANS MUST HAVE DEDICATED CLEAR UNOBSTRUCTED
WORKING SPACE NOT LESS THAN 3' DEEP BY 2.5' WIDE TO NOT LESS
THAN 6.5' ABOVE WALKABLE SURFACES IN FRONT OF DISTRIBUTION
PANEL.
x ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS TO BE
BONDED.
x PV ARRAY NOT TO EXCEED HIGHEST POINT OF THE ROOF.
x RAPID SHUTDOWN IS ACTIVED AT THE INVERTER BY THE AC DISCONNECT.
ELECTRICAL NOTES
x ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR
ITS APPLICATION.
x ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75
DEGREE C WET ENVIRONMENT.
x 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.
x WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL
EQUIPMENT SHALL COMPLY WITH CEC 110.26.
x DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS,
FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND
STANDARDS.
x WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT
SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.
x ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE.
x MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME
AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
x MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER E.G.C.
VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
x THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
INTERCONNECTION METHOD : BACKFEED BREAKER
ROOF TYPE: - W-TILE
ROOF FRAME: - 2"X4" TRUSSES @ 24" O.C.
STORY: - TWO STORY
SNOW LOAD : - 0 PSF
WIND SPEED :- 95 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.733475, -117.937766
DESIGN CRITERIA:
18 MODULES-ROOF MOUNTED - 7.200 kWDC, 6.520 CEC kWAC
SHEET INDEX
PV-0 COVER SHEET
PV-1 SITE PLAN WITH ROOF PLAN
PV-2 ROOF PLAN WITH MODULES
PV-3 ATTACHMENT DETAILS
PV-4 ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5 WARNING LABELS & PLACARD
PV-6+ EQUIPMENT SPEC SHEETS
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC)
2022 CALIFORNIA ENERGY CODE (CEC)
2022 CALIFORNIA FIRE CODE TITLE 24 SUPPLEMENT
ANY OTHER LOCAL AMENDMENTS
GOVERNING CODES:
SYSTEM SUMMARY:
(N) 18 - HANWHA Q CELLS Q.PEAK DUO BLK-ML G10+ (400W) MODULES
(N) 18 - ENPHAE ENERGY IQ8M-72-2-US MICRO-INVERTERS
(N) JUNCTION BOX
(E) 225A MAIN SERVICE PANEL WITH (E) 200A MAIN BREAKER
(N) 125A SOLAR LOAD CENTER
(N) ENPHASE IQ COMBINER BOX 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)
NOTE: INSTALLER TO DETERMINE OPTIMAL
CONDUIT RUN ON SITE. ATTIC RUN IS
OPTIONAL UNLESS REQUIRED BELOW.
ATTIC RUN: OPTIONAL
EXISTING SYSTEM SUMMARY:
(08) SUNPOWER SPR-X20-250-BLK (250W) MODULES
(01) POWER-ONE PVI-3.0-OUTD-S-US-A INVERTER, (240V)
(01) 30A NON-FUSED AC DISCONNECT
08 MODULES-ROOF MOUNTED - 2.000 kWDC, 1.779 CEC kWAC
A
A
B
B
6/30/2024
6WDPSHG 09/12/2023
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.
REVISION TO
Bldg# 101115957
Issued 07/27/23
Bldg# 101116730
Issued 09/20/23
5216 W Crystal Ln
9/22/2023
MSPSLC UMCB
INV
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~100.54'
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12
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-
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-
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21'-7"
JB
ACD
SITE PLAN WITH ROOF PLAN
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
KI
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52
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR04/11/2023INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
09/08/2023REVISION B
SITE PLAN WITH
ROOF PLAN
1 SCALE: 3/32" = 1'-0"
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER,
DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL
NOT BE INSTALLED WITHIN 3’ OF THE GAS METERS’
SUPPLY OR DEMAND PIPING.
ROOF ACCESS POINT SHALL 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.
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
LEGEND
(E) POWER-ONE PVI-3.0-OUTD-S-US-A
INVERTER, (240V)
JUNCTION BOX
INV
JB
MSP MAIN SERVICE PANEL
GATE
FENCE
TREES
ENPHASE IQ COMBINER 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)CB
UTILITY METERUM
VENT, ATTIC FAN (ROOF OBSTRUCTION)
CHIMNEY
PROPERTY LINE
EXISTING
DRIVEWAY
W
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S
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A
L
L
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TWO - STORY
HOUSE
(E) 08 SUNPOWER SPR-X20-250-BLK
(250W) MODULES
(E) STRUCTURE
ROOF ACCESS POINT
ROOF ACCESS POINT
SLC SOLAR LOAD CENTER
A
A
ACD (E) AC DISCONNECT
B
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6WDPSHG 09/12/20236WDPSHG
6/30/2024
5216 W Crystal Ln
9/22/2023
MS
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CB
IN
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4'
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7
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24
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1
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14
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-
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JB
AC
D
2'-10"
12'-1"
10"
3'-11"6'-0"4'-6"
SHEET NAME
SHEET NUMBER
PV-2
PROJECT NAME
KI
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Q
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L
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52
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6
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR04/11/2023INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
09/08/2023REVISION B
ROOF PLAN WITH
MODULES
ROOF PLAN WITH MODULES
SCALE: 3/32" = 1'-0"1
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 18 MODULES
MODULE TYPE = HANWHA Q CELLS Q.PEAK DUO
BLK-ML G10+ (400W)
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74"X 41.1" = 21.12 SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
x PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL
NOT BE COVERED, MOVED, RE-ROUTED OR RE-LOCATED.
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
DISTRIBUTED DEAD LOAD = 3.01 PSF
AVERAGE ROOF POINT DEAD LOAD = 24.37 LBS
TOTAL SYSTEM WEIGHT: 1145.38 LBS
ARRAY AREA & ROOF AREA CALC'S
AREA OF
NEW
ARRAY
(Sq. Ft.)
AREA OF
EXISTING
ARRAY
(Sq. Ft.)
AREA OF NEW
& EXISTING
ARRAY
(Sq. Ft.)
AREA OF
ROOF(PLAN
VIEW)
(Sq. Ft.)
TOTAL ROOF
AREA
COVERED BY
ARRAY %
380.18 112.41 492.59 2429.61 20.27%
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED BY
ARRAY (%)
#1 04 84.48 289.68 29.16
#2 14 295.69 567.41 52.11
ROOF DESCRIPTION
ROOF TYPE W-TILE ROOF
ROOF ROOF
TILT AZIMUTH TRUSSES
SIZE
TRUSSES
SPACING
#1 14°270°2"X4" 24" O.C.
#2 14°90°2"X4" 24" O.C.
LEGEND
VENT, ATTIC FAN
(ROOFOBSTRUCTION)
CHIMNEY
ROOF ATTACHMENT UNIRAC SOLARHOOK
UNIV. CT-5 @ 48" O.C.
TRUSSES
POWER-ONE PVI-3.0-OUTD-S-US > 3000
WATT INVERTER
JUNCTION BOX
INV
JB
MSP MAIN SERVICE PANEL
FIRE PATHWAY
UNIRAC SM LIGHTR RAIL
ENPHAE ENERGY IQ8M-72-2-US
MICRO-INVERTERS
ENPHASE IQ COMBINER 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)CB
UTILITY METERUM
18"
F
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P
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H
W
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18
"
F
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W
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18" FIRE PATHWAY
18
"
F
I
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P
A
T
H
W
A
Y
36" FIRE PATHWAY36" FIRE PATHWAY
18" FIRE PATHWAY
18
"
F
I
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E
P
A
T
H
W
A
Y
18"
F
I
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P
A
T
H
W
A
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36" FIRE
PATHWAY
RO
O
F
#
1
RO
O
F
#
2
W CRYSTAL LN
FRONT YARD
REAR YARD
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL 9 UNIRAC SM LIGHTR RAIL 168" MILL
SPLICE 0 BND SPLICE BAR PRO SERIES MILL
MID CLAMP 22 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 28 UNIVERSAL AF SERIES END CLAMP
ATTACHMENT 47 UNIRAC SOLARHOOK UNIV. CT-5
GROUNDING LUG 7 GROUND LUG
MICROINVERTER
MOUNTING 18 MICRO MNT BND T-BOLT 1/4IN X
3/4IN SS
HARDWARE 44 BND T-BOLT&NUT 3/8" X 1" SS
SLC SOLAR LOAD CENTER
(E) 08 SUNPOWER SPR-X20-250-BLK
(250W) MODULES
ROOF AZIMUTH:- 270°
ROOF TILT:- 14°
A
A
ACD (E) AC DISCONNECT
B
B
B
6WDPSHG 09/12/20236WDPSHG
6/30/2024
5216 W Crystal Ln
9/22/2023
SHEET NAME
SHEET NUMBER
PV-4
PROJECT NAME
KI
M
Q
U
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L
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52
1
6
W
C
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Y
S
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A
L
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR04/11/2023INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
09/08/2023REVISION B
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS1
AMBIENT TEMPERTURE SPECIFICATIONS
RECORD
LOW TEMP
AMBIENT TEMP
(HIGH TEMP 2%)
CONDUCTOR
TEMPERATURE
RATE (ON
ROOF)
CONDUCTOR
TEMPERATURE
RATE (OFF
ROOF)
2° 31° 90°75°
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL #QUANTITY NOMINAL OUTPUT
VOLTAGE
NOMINAL OUTPUT
CURRENT
ENPHAE ENERGY IQ8M-72-2-US 18 240 VAC 1.35A
SERVICE FEED SOURCE:
SCE
240V
EATON
SERVICE INFO.
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # VMP IMP VOC ISC
TEMPERATURE
COEFFICIENT
OF Voc
# OF MODULES
HANWHA Q CELLS Q.PEAK DUO
BLK-ML G10+(400W)37.13 10.77 45.30 11.14 -0.27%/°C 18
MODULE DIMENSION 74" L x 41.1" W x 1.26"D
WIRE TAG CONDUIT WIRE
QTY WIRE GAUGE WIRE TYPE TEMP.
RATING
WIRE
AMPACI
TY (A)
TEMP.
DERATE
CONDUIT
FILL
DERATE
DERATED
AMPACITY (A)
INVERTER
QTY.
DESIGN
CURRENT (A)
GROUND
SIZE
GROUND
WIRE TYPE
A OPEN AIR 2 12 AWG Q-CABLES 90°C 30 0.96 1.0 28.80 09 12.15 06 AWG BARE CU
GND
B 3/4" EMT 4 2 10 AWG 12 AWG THWN-2
NM-B CABLES
WHERE RUN
INDOORS
90°C 40 30 0.96 0.8 30.72 23.04 09 12.15 10 AWG THWN-2
C 3/4" EMT 3 8 AWG THWN-2 75°C 50 0.94 1.0 47.00 18 24.30 10 AWG THWN-2
D 3/4" EMT 3 6 AWG THWN-2 75°C 65 0.94 1.0 61.10 - 40.30 8 AWG THWN-2
C
TERMINATOR CAP ON LAST CABLE
CONNECTOR Q CABLE (TYP)
09 MICRO-INVERTERS IN BRANCH CIRCUIT #2
G
(N) JUNCTION BOX
G
ENPHAE ENERGY
IQ8M-72-2-US, 240V,
MICRO-INVERTERS
20A
10A/15A
A B
20A
09 MICRO-INVERTERS IN BRANCH CIRCUIT #1
(N) ENPHASE IQ
COMBINER BOX 4
X2-IQ-AM1-240-4
(IEEE 1547:2018)
IQ GATEWAY
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
(E) 225A MAIN
SERVICE PANEL
WITH (E) 200A
MAIN BREAKER
(TOP FED)
L
EXISTING
GROUNDING
SYSTEM
(N) 50A PV
BREAKER
200A
50A
BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V, 60Hz
INTERCONNECTION
120% RULE - NEC 705.12(b)(3)(2)
UTILITY FEED + NEW + EXISTING
SOLAR BACKFEED
200A +30A + 20A = 250A
BUSS RATING x 120%
225A x 120% = 270A
(E) JUNCTION BOX
G
(08) SUNPOWER
SPR-X20-250-BLK (250W)
MODULES
G
(N) 125A
SOLAR LOAD
CENTER
20A
40A
(N) 40A PV
BREAKER
D
DC
AC
(E) POWER-ONE
PVI-3.0-OUTD-S-US-A
INVERTER, (240V)
EXISTING WIREEXISTING WIRE
NEW SYSTEM SIZE:- 18 X 400W = 7.200 KWDC
18 X 371.5W X 0.975 = 6.520 CEC KWAC
A
G
(E) AC DISCONNECT
30A NON FUSED, 240 VAC
EXISTING WIRE
EXISTING SYSTEM SIZE:- 08 X 250W = 2.000 KWDC
= 1.779 CEC KWAC
(E) 20A PV
BREAKER
AB
B
5216 W Crystal Ln
9/22/2023
SHEET NAME
SHEET NUMBER
PV-5
PROJECT NAME
KI
M
Q
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52
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,
SA
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A
,
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9
2
7
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4
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#
1
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8
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S
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AH
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:
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A
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T
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A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR04/11/2023INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
07/20/2023REVISION A
09/08/2023REVISION B
WARNING LABELS &
PLACARD
LABEL LOCATION:
EMT/CONDUIT RACEWAYS
(PER CODE: CEC690.31(D)(2)
LABEL LOCATION:
POINT OF INTERCONNECTION
PRODUCTION METER
CEC 705.12(B)(3)(3) & CEC 690.59)
NOTES AND SPECIFICATIONS:
x SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE
2022 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS
ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE
LOCAL AHJ.
x SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS
USING EFFECTIVE WORDS, COLORS AND SYMBOLS.
x LABELS SHALL BE PERMANENTLY AFFIXED TO THE
EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND
WRITTEN.
x LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND
THE ENVIRONMENT INVOLVED.
x SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,
PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE
SPECIFIED.
x DO NOT COVER EXISTING MANUFACTURER LABELS.
ELECTRICAL SHOCK HAZARD
WARNING
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: CEC 706.15
(C)(4) & CEC 690.13(B)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
MAIN SERVICE PANEL
PER CODE: 2022 CEC: 690.56(C) 2022 CFC 1205.4.1
!
4"
3"
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: CEC 690.13(B))
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, (WITHIN 3 FEET)
INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ,
OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): CEC 2022: 690.56(C)(2)
!
WARNING
THE DISCONNECTION OF THE
GROUNDED CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
!
LABEL LOCATION:
INVERTER
PER CODE: CEC 690.31(E)
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
52
1
6
W
C
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Y
S
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A
L
L
N
CAUTION !
MULTIPLE SOURCES OF POWER
THIS EQUIPMENT FED BY
MULTIPLE SOURCES:
TOTAL RATING OF ALL OVERCURRENT
DEVICES EXCLUDING MAIN POWER
SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
WARNING
LABEL LOCATION:
POINTS OF CONNECTION/BREAKER
CODE: CEC 705.12(b)(3)(2)
WARNING
POWER SOURCE OUTPUT
CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
!
LABEL LOCATION:
SERVICE PANEL IF SUM OF BREAKERS EXCEEDS
PANEL RATING
CEC 705.12 (b)(3)(2)
!
LABEL LOCATION:
MSP (PER CODE: CEC 705.12(D) & CEC 690.59
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
!
(E) MAIN SERVICE PANEL
(E) UTILITY METER
(N) SOLAR LOAD CENTER
(N) COMBINER BOX
(E) AC DISCONNECT
(E) PV ARRAY
(N) PV ARRAY
(E) INVERTER
5216 W Crystal Ln
9/22/2023