HomeMy WebLinkAbout1719 W McEvoy Ln - PlanAttn.: 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. The verification of such info is the
responsibility of others.
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
09-13-2022
Page 1 of 8
09-13-2022
Powur PBC
2683 Via De La Valle #321G
Antonio Navarro
1719 McEvoy Ln, Santa Ana, CA 92706, USA
I certify that the roof structure has sufficient structural capacity for the applied PV loads.
Code: 2019 California Building Code, ASCE 7-16,
Live Load: 20 psf
Ult Wind Speed: 95 mph
Exposure Cat: C
Ground Snow: 0 psf
Min Snow Roof: 0 psf
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
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 Patter n =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb (psi) =
Wood Fv (psi) =
Wood E (psi) =
CD (wind) =
Cd (snow) =
CLS =
C M = 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
Shingle
19.0
13.0
3.25
4.0
Rafter
2x4
24.0
1.5
3.5
3.062
5.359
10.0
3.4
2.267
Fully Staggered
No
NA
DF
900.0
180.0
1600000.0
1.6
1.15
1.0
1.0
1.5
1.0
1.15
2484.0
1785.37
288.0
207.0
633.94
455.64
1008.0
724.5
Roof 1
1600000.0
17.0
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
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 Facto r, 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
3.0
2.0
0.602
1.0
6.602
9.602
95.0
0.85
1.0
0.849
16.671
-2.0
-2.569
-3.058
0.465
-23.006
-29.554
-35.177
16.0
Roof 1
0.0
0.0
0.0
1.0
0.9
1.1
0.0
1.0
0.0
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
Lag Screw Checks:
Ref. Withdrawal Value, W (lb/in) =
(C m = Ct = Ceg = 1.0) CD =
Adjusted Withdrawal Value, W' (lb/in) =
Lag Penetration, p (in.) =
Allowable Withdrawal Force, W'p (lbs) =
Applied Uplift Force (lbs) =
Uplift DCR =
Ref. Lateral Value, Z (lbs) =
(C m = Ct = C Δ = Ceg = 1.0) CD =
Adjusted Lateral Value, Z' (lbs) =
Applied Lateral Force (lbs) =
Angle of Resultant Force, α (deg) =
Adjusted Interaction Lateral Value, Z'α (lbs) =
Lateral DCR =
Page 4 of 8
Roof 1
266.0
0.9
243.0
12.697
1.499
1045.96
0.012
266.0
1.6
425.6
2.5
1064.0
-177.255
0.167
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
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
Antonio Navarro
190.0
114.0
456.0
724.0
0.416
0.158
Roof 1
379.0
228.0
634.0
1008.0
0.598
0.227
332.0
200.0
634.0
1008.0
0.523
0.198
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
303.0
183.0
634.0
1008.0
0.479
0.181
1719 W McEvoy Ln
01/30/23
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
1.113
3.4
0.327
0.0
2.267
0.0
0.188
2.267
0.083
0.271
2.267
0.12
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
(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
1080.0
18360.0
6.602
2900.0
19144.531
37504.53
1415.7
1.038
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
Limits of Scope of Work and Liability:
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or
were not observable during time of inspection are not included in this scope of work. All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and the engineering consulting firm assume no
responsibility for misuse or improper installation. This analysis is not stamped for water leakage.
Framing was determined based on information in provided plans and/or photos, along with engineering
judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and
spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that
there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter
(where applicable) and notify the Engineer of Record of any concerns prior to starting construction.
Page 8 of 8
Antonio Navarro
1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com
1719 W McEvoy Ln
01/30/23
Certificate Of Completion
Envelope Id: 3EDB887133F646A8B79587BC00B9746F Status: Completed
Subject: Please DocuSign: 220504_Navarro_Homeowner Authorization.pdf
Source Envelope:
Document Pages: 1 Signatures: 1 Envelope Originator:
Certificate Pages: 1 Initials: 0 Mike Felber
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
2683 Via De La Valle #G321
Del Mar, CA 92014
mike.felber@powur.com
IP Address: 68.108.34.67
Record Tracking
Status: Original
9/21/2022 11:14:02 AM
Holder: Mike Felber
mike.felber@powur.com
Location: DocuSign
Signer Events Signature Timestamp
Antonio Navarro
romero.antonio1@outlook.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Using IP Address: 107.127.21.64
Signed using mobile
Sent: 9/21/2022 11:15:59 AM
Viewed: 9/21/2022 12:10:20 PM
Signed: 9/21/2022 12:13:26 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
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 9/21/2022 11:15:59 AM
Certified Delivered Security Checked 9/21/2022 12:10:20 PM
Signing Complete Security Checked 9/21/2022 12:13:26 PM
Completed Security Checked 9/21/2022 12:13:26 PM
Payment Events Status Timestamps
1719 W McEvoy Ln
01/30/23
Hello,
I, Antonio Navarro, have contracted with Powur PBC to install solar panels at my home at 1719 Mcevoy Ln
Santa Ana,CA 92706. They are authorized to permit this project on my behalf through Santa Ana City.
Thank you,
Antonio Navarro
Email: romero.antonio1@outlook.com
Phone: (714) 876-8074
Signature:
Date Signed:
DocuSign Envelope ID: 3EDB8871-33F6-46A8-B795-87BC00B9746F
9/21/2022
1719 W McEvoy Ln
01/30/23
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:
09-13-2022
09-13-2022
Powur PBC
Antonio Navarro
Powur PBC
ROOF 1: Shingle roofing supported by 2x4 Rafter @ 24 in. OC spacing. The roof is sloped at
approximately 19 degrees and has a max beam span of 10.0 ft between supports. Roof is adequate
to support the imposed loads. Therefore, no structural upgrades are required.
Code: 2019 California Building Code, ASCE 7-16, Ult Wind Speed: 95 mph, 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
1719 McEvoy Ln, Santa Ana, CA 92706, USA
1719 W McEvoy Ln
01/30/23
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
Powur, PBC Inc
1060243
Mike Felber
541-891-6175
mike.felber@powur.com
1719 Mcevoy Ln
9/21/2022
1719 W McEvoy Ln
01/30/23
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.
1719 W McEvoy Ln
01/30/23
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? NYes N 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? NYes N 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? N Yes N 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.
✔
Yes
✔
caulk
✔
Unirac Solar MountFlashLoc
1204.42
88
13.68
48
464.66
2.59
1719 W McEvoy Ln
01/30/23
MSPUM
SU
B
IN
V
JB
~62.42'
~1
0
1
.
0
8
'
~1
0
1
.
0
8
'
~62.42'
25
'
-
6
"
4'-0"
17
'
-
9
"
AC
D
19
'
-
0
"
3'-1"
54'-8"
73
'
-
4
"
8'-9"
MSPUM
SU
B
I
N
V
AC
D JB
SITE PLAN WITH ROOF PLAN
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
C
I
T
Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
REVDATE DESCRIPTION
VERSION
UR08/26/2022 INITIAL RELEASE
11/23/2022 REVISION A
SITE PLAN WITH
ROOF PLAN
1 SCALE: 1/16" = 1'-0"
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS,
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.
LEGEND
UTILITY METER
JUNCTION BOX
UM
JB
MSP MAIN SERVICE PANEL
INVERTERINV
GATE
FENCE
CONDUIT
PROPERTY
POOL
TREES
SUB PANELSUB
(N)3/4" OR GREATER EMT CONDUIT
RUN (7/8 INCHES ABOVE ROOF)
MCEVOY LANE
EXISTING
DRIVEWAY
ONE- STORY
HOUSE
(E)STRUCTURE (TYP.)
AC DISCONNECTACD
A
A
A
A
DEL MAR, CA 92014, USA
NOTE :
1.PRIOR TO COMMENCEMENT OF WORK, THE
CONTRACTOR SHALL VERIFY THE FRAMING SIZES,
SPACINGS, AND SPANS NOTED IN THE STAMPED
PLANS AND ACCOMPANYING CALCULATIONS AND
NOTIFY THE ENGINEER OF RECORD OF ANY
DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
2. THESE PLANS ARE STAMPED FOR STRUCTURAL
CODE COMPLIANCE OF THE ROOF FRAMING
SUPPORTING THE PROPOSED PV INSTALLATION
REFERENCED ONLY. THESE PLANS ARE NOT
STAMPED FOR WATER LEAKAGE. PV MODULES,
RACKING, AND ATTACHMENT COMPONENTS MUST
FOLLOW MANUFACTURER GUIDELINES AND
REQUIREMENTS.
3. PLEASE SEE THE ACCOMPANYING STRUCTURAL
CALCULATIONS REPORT FOR DETAILS REGARDING
CALCULATIONS AS WELL AS LIMITS OF SCOPE OF
WORK AND LIABILITY.
6/30/2024
STAMPED 12/02/2022
1719 W McEvoy Ln
01/30/23
Ex
p
e
d
i
t
e
d
P
e
r
m
i
t
P
r
o
c
e
s
s
f
o
r
P
V
S
y
s
t
e
m
s
4
Standard String System Electrical Diagram
&RQWUDFWRU1DPH
$GGUHVVDQG3KRQH
BBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBB
2QH/LQH6WDQGDUG(OHFWULFDO'LDJUDPIRU
6PDOO6FDOH6LQJOH3KDVH396\VWHPV
6LWH1DPH BBBBBBBBBBBBBBBBBBBBBBBBB
6LWH$GGUHVV BBBBBBBBBBBBBBBBBBBBBBB
6\VWHP$&6L]H BBBBBBBBBBBBBBBBBBBB
^/ &^DEK t'EK Z s
ϭ͘ϭ
^> Ed^ĂƚĞ͗^, d
ƌĂǁŶLJ͗
ŚĞĐŬĞĚLJ͗
'(6&5,37,2125&21'8&7257<3(
86(RU39:,5(
%$5(&233(5(4*5'&21' (*&
7+:1RU;++:RU5+:
7+:1RU;++:RU5+:
,168/$7('(*&
'&*5281',1*(/(&752'(&21'
7+:1RU;++:RU5+:
,168/$7('(*&
d'
ϭ
Ϯ
ϯ
ϰ
ϱ
KEh/dEKEhdKZ^, h>
&21'
*$8*(
180%(52)
&21'8&7256
KEh/d
dzW
Eͬ
Eͬ
&21'8,7
6,=(
1$
1$
'(6&5,37,21
62/$53902'8/(
39$55$<
-%2; ,)86('
&20%,1(5 ,)86('
'&',6&211(&7
'&$&,19(57(5
*(10(7(5 ,)86('
$&',6&211(&7 ,)86('
6(59,&(3$1(/
d'
ϭ
Ϯ
ϯ
ϰ
ϱ
ϲ
ϳ
ϴ
ϵ
3$57180%(5 127(6
BBBBB9$&BBBBBB$0$,1BBBBBB$%86BBBBBB$,19(57(52&3'
6((127()25,19(57(52&3'V$/626((*8,'(6(&7,21
)258186('6(5,(6675,1*6
3871$´LQ%/$1.$%29(
6((*8,'($33(1',;&)25
,1)250$7,212102'8/($1'
$55$<*5281',1*
BBBBBBBB02'8/(6,1
6(5,(66285&(&,5&8,7
BBBBBBBB02'8/(6,1
6(5,(66285&(&,5&8,7
BBBBBBBB02'8/(6,1
6(5,(66285&(&,5&8,7
BBBBBBBB02'8/(6,1
6(5,(66285&(&,5&8,7
/^K
/Es Zd Z
/^K
D
%8,/',1*
*5281',1*
(/(&752'(
'
'LVUHJDUGLI
SURYLGHGZLWK
LQYHUWHU
KD/E Z
D
hd/>/dz
^ Zs/
D/E^ Zs/ WE >
D/E
KW
/Es Zd Z
KW
:ͲKy
ϭ
ϭ ϯ ϰ ϱ ϲ ϳ ϵ
Ϯ ϯ
ϰ
ϱ
ϴϮ
Yh/WD Ed^, h>
Q.PEAKDUOBLKML-G10+(400W)
SE7600H-US INVERTER
11
11
■10
Powur, PBCInc
2683ViaDe LaValle Ste 321G 220504_Navarro_PV
6
■10 Del Mar, CA 92014
1719 McevoyLn
760-658-9450
7.6
1719 W McEvoy Ln
01/30/23
Ex
p
e
d
i
t
e
d
P
e
r
m
i
t
P
r
o
c
e
s
s
f
o
r
P
V
S
y
s
t
e
m
s
5
Notes for Standard String System Electrical Diagram
Contractor Name,
Address and Phone:
_________________
_________________
_________________
_________________
Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
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)
HANWHA QCELL
22
Q.PEAKDUO BLKML-G10+(400W)
400
10.77
480
30
11.14
45.3
37.13
240
400 7600
32
-0.27
SOLAREDGE
SE7600H-US
24
240
32
2
31
■
Powur, PBC Inc
2683 Via De La Valle Ste 321G
Del Mar, CA 92014
760-658-9450
Site Name: __220504_Navarro_PV________________________
Site Address: __ 1719 Mcevoy Ln______________________
System AC Size: 7.6
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-4
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS1
#2 #1#11
DC
AC
#2 #1 #11
11 MODULES CONNECTED IN STRING #1
11 MODULES CONNECTED IN STRING #2
(N) SOLAREDGE SE7600H-US (240V)
OUTPUT: 240 VAC,32.0A
99% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
G
(N) JUNCTION BOX
A
B
G
(N) AC DISCONNECT
60A FUSED,WITH
40A FUSES,240 VAC
40A FUSES
SOLAREDGE POWER OPTIMIZER
RATED DC INPUT POWER - 440 WATTS
MAXIMUM INPUT VOLTAGE - 48 VDC
MPPT RANGE - 8 TO 48 VDC
MAXIMUM INPUT CURRENT - 13.75 ADC
MAXIMUM OUTPUT CURRENT - 15 ADC STRING
LIMITATIONS - 8 TO 25 OPTIMIZERS,
5700 WATTS STC PER STRING MAXIMUM
SOLAREDGE OPTIMIZERS HAVE INTEGRATED
RAPID SHUT DOWN
AMBIENT TEMPERTURE SPECIFICATIONS
RECORD
LOW TEMP
AMBIENT TEMP
(HIGH TEMP 2%)
CONDUIT
HEIGHT
CONDUCTOR
TEMPERATURE
RATE (ON
ROOF)
CONDUCTOR
TEMPERATURE
RATE (OFF
ROOF)
2°31° 7/8"90°75°
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT
VOLTAGE
NOMINAL OUTPUT
CURRENT
SOLAREDGE SE7600H-US 01 240 VAC 32.0A
C
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # VMP IMP VOC ISC
TEMPERATURE
COEFFICIENT
OF Voc
# OF MODULES
HANWHA QCELL Q.PEAK DUO
BLK ML-G10+(400W)37.13 10.77 45.30 11.14 -0.27%/°C 22
MODULE DIMENSION 74.0" L x 41.1" W x 1.26" D
L
EXISTING
GROUNDING
SYSTEM
BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V, 60Hz
(N)100A SUB PANEL
WITH (N)100A MAIN
BREAKER
(E) 100A MAIN
SERVICE PANEL
WITH (E) 100A MAIN
BREAKER
100A
100A100A
LUG KIT
LOAD SIDE TAP
E
NOTE: DO NOT INSTALL ADDITIONAL
LOADS IN MAIN SERVICE PANEL
NOTE: MOVE ALL EXISTING LOADS FROM
(E) MAIN SERVICE PANEL TO (N) SUB-PANEL
SYSTEM SIZE:- 22 x 400W = 8.80 kWDC
SYSTEM SIZE:- 7.60 kWAC
D
WIRE TAG CONDUIT WIRE QTY WIRE
GAUGE WIRE TYPE TEMP.
RATING
WIRE
AMPACITY (A)
TEMP.
DERATE
CONDUIT FILL
DERATE
DERATED
AMPACITY
(A)
NOC (A)
DESIGN
CURRENT
(A)
GROUND
SIZE
GROUND
WIRE TYPE
A OPEN AIR 4 10 AWG PV-WIRE 90°C 40 0.96 1.0 38.40 15 15 06 AWG BARE CU
GND
B 3/4" EMT 4 10 AWG THWN-2 90°C 40 0.96 0.80 30.72 15 15 10 AWG THWN-2
C 3/4" EMT 3 8 AWG THWN 75°C 50 0.94 1.0 47.00 32.0 32.0 10 AWG THWN
D 3/4" EMT 3 6 AWG THWN 75°C 65 0.94 1.0 61.10 32.0 32.0 8 AWG THWN
E 1-1/4" EMT 3 2 AWG THWN 75°C 115 0.94 1.0 108.10 - 100 8 AWG THWN
1719 W McEvoy Ln
01/30/23
CAUTION !
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
SHEET NAME
SHEET NUMBER
PV-5
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
WARNING LABELS &
PLACARD
WARNING
POWER SOURCE OUTPUT
CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
!
WARNING
ELECTRIC SHOCK HAZARD
IF GROUND FAULT IS INDICATED
ALL NORMALLY GROUNDED
CONDUCTORS MAY BE
UNGROUNDED AND ENERGIZED
LABEL LOCATION:
AC DISCONNECT & INVERTER
(PER CODE: CEC 690.13(B) AND 690.54)
PHOTOVOLTAIC SYSTEM AC DISCONNECT
RATED AC OPERATING CURRENT 32.0AMPS
AC NOMINAL OPERATING VOLTAGE 240 VOLTS
LABEL LOCATION:
SERVICE PANEL IF SUM OF BREAKERS EXCEEDS
PANEL RATING
(PER CODE: [CEC 705.12(B)(2)(3)(B)])
LABEL LOCATION:
AC & DC DISCONNECT AND SUB PANEL
(PER CODE: CEC 690.13(B))
WARNING:PHOTOVOLTAIC
POWER SOURCE
LABEL LOCATION:
CONDUIT, COMBINER BOX
(PER CODE: [CEC 690.31(G)(3)]
LABEL LOCATION:
AC & DC DISCONNECT AND SUB PANEL
(PER CODE: CEC 690.41(B))
TERMINALS ON THE LINE AND LOAD
SIDES MAY BE ENERGIZED IN THE
OPEN POSITION
WARNING
ELECTRIC SHOCK HAZARD
!
LABEL LOCATION:
RAPID SHUTDOWN
(PER CODE: CEC 690.56(C)(3)
LABEL LOCATION:
MAIN SERVICE PANEL & NET METER
(PER CODE: [CEC 705.12(B)(3)]
WARNING
THE DISCONNECTION OF THE
GROUNDED CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
!
LABEL LOCATION:
INVERTER
(PER CODE: CEC 690.31(I)
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES ARE
EXPOSED TO SUNLIGHT
LABEL LOCATION:
DC DISCONNECT, POINT OF
INTERCONNECTION
(PER CODE: [CEC 690.13(B)])
!
!
LABEL LOCATION:
AC DISCONNECT/BREAKER/
POINT OF CONNECTION
(PER CODE: CEC 690.13(B)
PHOTOVOLTAIC
AC DISCONNECT
AT RAPID SHUTDOWN SYSTEM
[CEC 690.56(C)(1)(A)]
LABEL LOCATION
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
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: NEC 705.12(B)(3)(3)
!
WARNING!
LABEL LOCATION:
MAIN SERVICE PANEL
DO NOT ADD LOADS
(E) MAIN SERVICE PANEL
WITH (E) MAIN BREAKER
(E) UTILITY METER
RATED MAXIMUM POWER- .
POINT CURRENT (Imp) .
RATED MAXIMUM POWER- .
POINT VOLTAGE (Vmp) .
MAXIMUM SYSTEM .
VOLTAGE (VOC) .
MAXIMUM CIRCUIT .
CURRENT (Isc) .
A
V
V
A
22.00
400
480
30
LABEL LOCATION:
DC DISCONNECT, INVERTER#
(PER CODE: CEC690.53)
1719MCEVOY LANE
(N) PV MODULES
(N) AC DISCONNECT
(N) INVERTER
(N) SUB PANEL
1719 W McEvoy Ln
01/30/23
COVER SHEET
PHOTOVOLTAIC ROOF MOUNT SYSTEM
1719 MCEVOY LANE, SANTA ANA, CA, 92706 USA
SHEET NAME
SHEET NUMBER
PV-0
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SYSTEM SUMMARY:
DESIGN CRITERIA:
GOVERNING CODES:
(N)22 - HANWHA QCELL Q.PEAK DUO BLK ML-G10+ (400W) MODULES
(N)01 - SOLAREDGE SE7600H-US INVERTER
(N)22 - SOLAREDGE S440 OPTIMIZERS
(N)JUNCTION BOX
(N)60A FUSED AC DISCONNECT
(E)100A MAIN SERVICE PANEL WITH (E) 100A MAIN BREAKER
(N)100A SUB PANEL WITH (N) 100A MAIN BREAKER
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA GREEN CODE (CGC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CA FIRE CODE TITLE 24 SUPPLEMENT
ANY OTHER LOCAL AMENDMENTS
ROOF TYPE: - COMP SHINGLE
NUMBER OF LAYERS: - 01
ROOF FRAME: - 2'X4" RAFTERS @24" O.C.
STORY: - ONE STORY
SNOW LOAD : - 0 PSF
WIND SPEED :- 95 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.772068, -117.892657
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
SHEET INDEX
PV-0 COVER SHEET
PV-1 SITE PLAN WITH ROOF PLAN
PV-2 ROOF PLAN WITH MODULES
PV-3 ATTACHMENT DETAILS
PV-3.1 ATTACHMENT DETAILS
PV-4 ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5 PLACARD & WARNING LABELS
PV-6+ EQUIPMENT SPEC SHEETS
INTERCONNECTION METHOD : HAWAIIN TIE IN
22 MODULES-ROOF MOUNTED - 8.800 kWDC, 8.201 CEC kW AC 6/30/2024
STAMPED 09/13/2022
Bldg permit #101113415
Elect permit #20178381
Issued on 1/24/23
***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.***
***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 permit #101113415
Elect permit #20178381
Issued on 1/27/23
1719 W McEvoy Ln
01/30/23
MSPUM
SU
B
IN
V
JB
~62.42'
~1
0
1
.
0
8
'
~1
0
1
.
0
8
'
~62.42'
25
'
-
6
"
4'-0"
17
'
-
9
"
AC
D
19
'
-
0
"
3'-1"
54'-8"
73
'
-
4
"
8'-9"
MSPUM
SU
B
I
N
V
AC
D JB
SITE PLAN WITH ROOF PLAN
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
C
I
T
Y
O
F
S
A
N
T
A
A
N
A
SHEET SIZE
ANSI B
11" X 17"
REVDATE DESCRIPTION
VERSION
UR08/26/2022 INITIAL RELEASE
11/23/2022 REVISION A
SITE PLAN WITH
ROOF PLAN
1 SCALE: 1/16" = 1'-0"
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS,
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.
LEGEND
UTILITY METER
JUNCTION BOX
UM
JB
MSP MAIN SERVICE PANEL
INVERTERINV
GATE
FENCE
CONDUIT
PROPERTY
POOL
TREES
SUB PANELSUB
(N)3/4" OR GREATER EMT CONDUIT
RUN (7/8 INCHES ABOVE ROOF)
MCEVOY LANE
EXISTING
DRIVEWAY
ONE- STORY
HOUSE
(E)STRUCTURE (TYP.)
AC DISCONNECTACD
A
A
A
A
DEL MAR, CA 92014, USA
NOTE :
1. PRIOR TO COMMENCEMENT OF WORK, THE
CONTRACTOR SHALL VERIFY THE FRAMING SIZES,
SPACINGS, AND SPANS NOTED IN THE STAMPED
PLANS AND ACCOMPANYING CALCULATIONS AND
NOTIFY THE ENGINEER OF RECORD OF ANY
DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
2. THESE PLANS ARE STAMPED FOR STRUCTURAL
CODE COMPLIANCE OF THE ROOF FRAMING
SUPPORTING THE PROPOSED PV INSTALLATION
REFERENCED ONLY. THESE PLANS ARE NOT
STAMPED FOR WATER LEAKAGE. PV MODULES,
RACKING, AND ATTACHMENT COMPONENTS MUST
FOLLOW MANUFACTURER GUIDELINES AND
REQUIREMENTS.
3. PLEASE SEE THE ACCOMPANYING STRUCTURAL
CALCULATIONS REPORT FOR DETAILS REGARDING
CALCULATIONS AS WELL AS LIMITS OF SCOPE OF
WORK AND LIABILITY.
6/30/2024
STAMPED 12/02/2022
1719 W McEvoy Ln
01/30/23
MSPUM
SU
B
IN
V
JB
1
2
'
-
3
"
6'
-
1
1
"
2'
-
4
"
6'
-
8
"
1
0
'
-
5
"
1
9
'
-
3
"
10'-8" 13'-11" 3'-0"
1
0
'
-
4
"
1
0
'
-
5
"
3"
6'
-
3
"
3'
-
8
"
AC
D
SHEET NAME
SHEET NUMBER
PV-2
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
ROOF PLAN WITH
MODULES
ROOF PLAN WITH MODULES
SCALE: 1/8" = 1'-0"1
74.0"
41
.
1
"
PHOTOVOLTAIC MODULES
HANWHA QCELL Q.PEAK
DUO BLK ML-G10+ (400W)
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 22 MODULES
MODULE TYPE = HANWHA QCELL Q.PEAK DUO BLK ML-G10+ (400W) MODULES
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74.0"X 41.1 " = 21.12 SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
DISTRIBUTED DEAD LOAD = 2.59 PSF
AVERAGE ROOF POINT DEAD LOAD = 25.09 LBS
TOTAL SYSTEM WEIGHT: 1204.42 LBS
x PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL
NOT BE COVERED, MOVED, RE-ROUTED OR RE-LOCATED.
ARRAY AREA & ROOF AREA CALC'S
AREA OF NEW ARRAY
(Sq. Ft.)
AREA OF ROOF(PLAN
VIEW)
(Sq. Ft.)
TOTAL ROOF AREA
COVERED BY ARRAY %
464.66 2158.87 22%
22% ROOF AREA (ARRAY <33% OF ROOF AREA)
ROOF DESCRIPTION
ROOF TYPE COMP SHINGLE ROOF
ROOF # OF
MODULES
ROOF
TILT AZIMUTH RAFTERS
SIZE
RAFTERS
SPACING
#1 07 19°180°2'X4" 24" O.C.
#2 04 19°90°2'X4" 24" O.C.
#3 06 19°270°2'X4" 24" O.C.
#4 02 19°270°2'X4" 24" O.C.
#5 03 19°90°2'X4" 24" O.C.
LEGEND
UTILITY METER
JUNCTION BOX
UM
JB
MSP MAIN SERVICE PANEL
INVERTERINV
AC DISCONNECTACD
CONDUIT
VENT, ATTIC FAN
(ROOFOBSTRUCTION)
ROOF ATTACHMENT
@ 48" O.C.
RAIL
RAFTERS @24" O.C
SOLAREDGE OPTIMIZER
NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
SUB PANELSUB
CHIMNEY
NOTE:- APPROVED ROOF ATTACHMENT OPTIONS INDICATED
ON PV-3 & PV-3.1 ATTACHMENT DETAILS PAGE(S)
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL 15 UNIRAC SM LIGHT RAIL 168" MILL
SPLICE 00 BND SPLICE BAR PRO SERIES MILL
MID CLAMP 28 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 32 UNIVERSAL AF SERIES END CLAMP
ATTACHMENT 57 UNIRAC FLASHLOC OR FLASHKIT
PRO
GROUNDING LUG 08 GROUND LUG
MCEVOY LANE
FRONT YARD
REAR YARD
36" FIRE PATHWAY 36" FIRE PATHWAY
18" FIRE PATHWAY
18" FIRE PATHWAY
18"
FIR
E
P
A
T
HW
A
Y
18"
F
IRE
P
A
T
HW
A
Y
18"
FIR
E
PAT
HWAY
18
"
FIR
E
PAT
HWAY
18" F
I
RE PATH
W
A
Y
18"
FIRE
P
ATH
W
A
Y
18" FIR
E
P
A
T
H
W
A
Y
18"
FIR
E
PATHW
A
Y
18" F
I
R
E
P
A
T
H
W
A
Y
18" FIR
E
P
A
T
H
W
A
Y
1
8
"
F
I
R
E
P
A
T
H
W
A
Y
1
8
"
F
I
R
E
P
A
T
H
W
A
Y
1
8
"
F
I
R
E
P
A
T
H
W
A
Y
1
8
"
F
I
R
E
P
A
T
H
W
A
Y
ROOF #1ROOF #2
ROOF #3
ROOF #4
ROOF #5
127( ௗ35,2572&200(1&(0(172)
:25.7+(&2175$&7256+$//9(5,)<7+(
)5$0,1*6,=(663$&,1*6$1'63$16127('
,17+(67$03('3/$16$1'$&&203$1<,1*
&$/&8/$7,216$1'127,)<7+((1*,1((52)
5(&25'2)$1<',6&5(3$1&,(635,2572
67$57,1*&216758&7,21
ௗ7+(6(3/$16$5(67$03(')25
6758&785$/&2'(&203/,$1&(2)7+(
522))5$0,1*6833257,1*7+(352326('
39,167$//$7,215()(5(1&('21/<ௗ7+(6(
3/$16$5(12767$03(')25:$7(5
/($.$*(ௗ3902'8/(65$&.,1*$1'
$77$&+0(17&20321(1760867)2//2:
0$18)$&785(5*8,'(/,1(6$1'
5(48,5(0(176
ௗ3/($6(6((7+($&&203$1<,1*
6758&785$/&$/&8/$7,2165(3257)25
'(7$,/65(*$5',1*&$/&8/$7,216$6:(//
$6/,0,762)6&23(2):25.$1'/,$%,/,7<
6/30/2024
STAMPED 09/13/2022
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-3
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
ATTACHMENT
DETAIL
ATTACHMENT DETAIL
SCALE: NTS1
ATTACHMENT DETAIL (ENLARGED VIEW)
SCALE: NTS2
SS SERRATED FLANGE NUT
(N) PV MODULE
(N) PV MODULE
ENLARGED VIEW
FLASHLOC BASE MILL
SS SERRATED T-BOLT
UNIRAC SM LIGHT RAIL
5/16" STAINLESS STEEL LAG
BOLT OR 2-1/2" MIN. EMBEDMENT
AND SS EPDM WASHER
(E) 2'X4"RAFTER
S
@
2
4
"
O.C.
~5
"
2.5" MIN.
EMBEDMENT
~5
"
(E)COMP SHINGLE ROOF
(E)COMP SHINGLE ROOF
ROOF / DECK MEMBRANE
BUILDING STRUCTURE
1.2
6
"
1
.
2
6
"
127(72,167$//(5 9(5,)<7+(522))5$0,1*,1)2%()25(
,167$//$7,21$1'127,)<7+((25,)7+(5(,6$1<
,1&216,67(1&<%(7:((16,7(9(5,),&$7,21$1')2//2:,1*6
[5$)7(56#2&63$&,1*:,7+0$;816833257('63$1
(48$/25/(667+$10)7
6/30/2024
STAMPED 09/13/2022
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-3.1
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
ATTACHMENT
DETAIL
ATTACHMENT DETAIL
SCALE: NTS1
ATTACHMENT DETAIL (ENLARGED VIEW)
SCALE: NTS2
(E) 2'X4"
RAFTE
R
S
@24" O.C
ENLARGE VIEW
(N) PV MODULES
~5
"
PV MODULES
UNIRAC SM LIGHT RAIL
L-FOOT
5/16" STAINLESS STEEL LAG BOLT
WITH 2-1/2" MIN. EMBEDMENT
AND SS EPDM WASHER
FLASH KIT PRO
BUILDING STRUCTURE
ROOF / DECK MEMBRANE
2.5" MIN.
EMBEDMENT
~5
"
(E) COMP SHINGLE ROOF
COMP SHINGLE ROOF
1.2
6
"
1.
2
6
"
6/30/2024
STAMPED 09/13/2022
NOTE TO INSTALLERS:
VERIFY THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY
THE EOR AT 951.405.1733 IF THERE IS ANY INCONSISTENCY BETWEEN
SITE VERIFICATION AND FOLLOWING: 2x4 RAFTERS @ 24" OC SPACING
WITH MAX UNSUPPORTED SPAN EQUAL OR LESS THAN 10 FT.
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-6
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-7
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-8
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-9
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
1
7
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-10
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-10.1
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-11
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-12
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-13
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23
SHEET NAME
SHEET NUMBER
PV-14
PROJECT NAME
AN
T
O
N
I
O
N
A
V
A
R
R
O
17
1
9
M
C
E
V
O
Y
L
A
N
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
6
U
S
A
AP
N
#
1
0
1
5
3
1
0
5
UT
I
L
I
T
Y
:
S
C
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
UR08/26/2022 INITIAL RELEASE
SPEC SHEETS
1719 W McEvoy Ln
01/30/23