HomeMy WebLinkAbout23-56725335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
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Issue Date: 02/17/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice f(M
PM-1F'rMUWM
V"F -w
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
O TRACTOR SIGNATURE
P IT OFFITCE
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building r Department
Data Received „ 64 # t :
' �� r rrr.rra,`�rie.
I
BUILDING SIZE [ --------- 7 SQ FOOTAGE= HEIGHT
ALILB. C.a cc MILK. cc CC.$.C. Cc c ackatc IMEM Q.Q.a B.mak tit camcc I
[_BUILDING $ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL a AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING
=MECHANICAL a VALUATION •F MECHANICAL INSTALLATION
GAS ROOFING ® SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
Sunrun Installation Services, Inc.
i,Sunrun Installation Services,
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit
!
4 r,
for sobdivisionsliarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ton i) working d'-- submittalRequired onsite, Construction Plans,PlansSilt Fence installed,
Sanitary Facilities & I
i ,ster. Site Wo*
Permit for all new projects.All o requirements
SIGN PERMIT Attach (2) sets of Engineered
-PROPERTY SURVEY required for all NEW construction.
2'
Fill out applic�ation
i completely,
gn back of application, notarized
If over $2500, a Notice of Commencement Is required. (AtC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroots if shingles Sewers Service Upgrades Arc Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Bul,ding Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to "deed" restrictions" which maybe more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed In accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an Indication that he is not property licensed and is
not entitled to permitting privileges In Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be Identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a *oerfificate of occupancy' or final power release, If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit Issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance In accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lion Law —Homeowner's Protection Guide' prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver It to the 'owner" prior to commencement.
CONTRACTORISIOWNER'S AFFIDAVIT: I certify that all the inilbmiation in this application Is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it Is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W' unless expressly permitted.
If the fill material is to be used in Flood Zone 'A', it is understood that a drainage plan addressing a
„compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the pemnitfing conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included In the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit Issued shall become invalid unless the work
authorized by such permit Is commenced within six months of permit issuance, or If work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
e_A;1F;G
FLORIDA JURAT (F.S. 117,03)
OWNERORAGENT CONTRACTOR
�Mand irol or 2_1 qd Us, bacribedand sworn to or Who islare peMonally known to me orhasihave produced nWho I ware p_emQ0WhQk �ato me or has/have produced
s identification. asdentification.
0'.ry Public Notary Public
C�.*.ton N.13 0 1 - Commission No. C(
Name Notary typed, printed or stamped Name of Notary typed, printed or stamped
W *, ASHLEIGH M, JANSSVN
Q- _* Notary public, State Of Florida
Commission No, Fill 131990
My Commission Expires: 5/21 '2025
ASHLEIGH M. JANSSEN
Notary public, State Of Florida
Commisston No. Hil 131990
My Commission Expires: 5/2112025
Astra v. 1 � 76 5
February 15, 2023
sunr U n WS
CAT 2
Subject : Structural Certification for Proposed Residential Solar Installation.
James Matthew Walsh, State of Florida,
Job Number: 802R-630NUNE; Rev A
Professional Engineer, License No. 84923
Client: Jerry Nunez
No Z023 4
This item has been digitally signed and sealed
Address: 7630 Broad Pointe Dr, Zephyrhills, FL, 33540
" V , ok
by James Matthew Walsh, PE on 2115/2023
11, x, zw—
thing a Digital Signature. Printed copies of this
ir Z� AT
TAE OF , I W
document are not considered signed and sealec
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0
;0
and the SHA authentication code must be
verified on electronic copies.
Attn: To Whom It May Concern
/ONAL
1111,14ju,11\0
Afield observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural
evaluation of the loading was based on the site observations and the design criteria listed below.
Design Criteria:
• 2020 FBC (7th Ed.) AMENDMENTS TO 2018 IRC/IBC/IEBC, 7-16 ASCE & 2018 NDS
• Basic Wind Speed V = 138 mph, Exposure B
• Ground Snow Load = 0 psf
Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the
applicable existing and/or new building code provisions referenced above.
Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the
manufacturer's specifications.
225 Bush St. Suite 1400 San Francisco, CA 94104
C
YR I ----- -----
C'
TOP BRAND PV
EUROPE
Warranty 0 CELLS
Yield Security
BREAKING THE 20% EFFICIENCY BARRIER
Q.ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 21.4%.
THE MOST THOROUGHTESTING PRO13RAMME IN THE INDUSTRY
Q CELLS is the first solar module manufacturer to pass the most comprehen
sive quality programme in the industry: The new "Quality Controlled PW of
the independent certification institute TOV Rheinland.
INNOVATiVE ALL-WEATHER TECHNOLOGY
(25�z Optimal yields, whatever the weather with excellent
low -light and temperature behavior.
ENDURING HIGH PERFORMANCE
0 Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QT".
EXTREME WEATHER RATING
& High-tech aluminum alloy frame, certified for
high snow (5400 Pa) and wind loads (4000 Pa).
A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
linear performance warranty2.
!APT test conditions according to 1EC/TS 62804-1:2015, method A (-1500V, 96h)
2 See data sheet on rear for further information.
THE IDEAL SOLUTION FOR:
C9Rooftop arrays on
residential buildings
Engineered in Germany CIELLS
MECHANICAL SPECIFICATION
74.0 in x 41A in x 1.26 in (including frame)
(1879mm x 1045mm x 32mm)
... ..... ............. .. ... . .. ... ... ... .... ._.. .. .... .......
48.5I1ps(22.01<g)
.�� 0131n (3.2 mm) thermally pre -stressed glass with
ao•hfi>s )
..� 42.9 (. 088 mm7 -
.... yb.b"13S55mmj
_
ants -re flecfon technology
Rame-
Composite film
ertss6mm)
Black anodized aluminum
6 x 22 monocrystalline Q.ANTUM solar half cells
209 3.98inx126 2361nx0.59 071in
(53-101mm x 32 60mm x 15 18mm) IP67, with bypass diodes
ael�� 149 2" (1250 mm)
x 4mm2 Solar cable; (+) >_49 21n (1250 mm), H>49 2 1 n (1250mm}
._ .. .� ,. . ... ... .. ,._.
a. osmase a
1 4aMountin9 skits IDETAII AI 1
_�.,..�... ............ .. ... .... .. .. .. ....._ ..... _. ,<...... .. .. _.,,,. .,..
St&ubll MC4 IP68
.. ... ........... ... .. .... ...,.. ........ _...._.
1.26"132
mm) D 11.A 0.63(S67)
0.9fi°(245mm)= _ D-]033•(85 mm)
ELECTRICAL CHARACT l I
POWER GLASS 395 400 406 410 415
....... .........,,.., .. .....- . _ ... .......... ...... ............ _ ...
�PMPP �[W1 e 395 400 405 410 415 .
Isc [A] 11.13 11.16 11,19 11,22 11,26
--. - Vcc IV] 45.03 45.06 45.09 45.13 45,16
Iu,P [A] 11 10.58 10.64 10,70 10.76 10.82
VMPP IV] 3732 3759 37.85 38.11 38.37
8 [�] 120.1 >20.4 >_20.6 >20.9 a2L1
PMPP [W] 296.4 300.1 303.9 307.6 311.4
[so [A] 8.97 8.99 9.02 9.04 9.07
;.ra - Voc [V] 42.46 42.49 4252 42.56 42.59
IMP, [A) 8.33 8.38 8,43 8.48 8.53
VMPP IV] 35.59 35.82 36.04 36.27 36.49
'Measurement tolerances PM,, ±3%; 1,c; Voc t5 % at STC:1000 W/m2, 25t2'C, AM 1.5 according to [EC 60904-3. 2800 W/m2, NMOT, spectrum AM 1.5
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
6P �- QOF115 At least 98 % of nominal power during ; ]
first year. Thereafter max. 0.5 %
' ------------------- degradation per year. At least 93.5% -------
of nominal power up to 10 years. At ,,;".-•�""'�;-
'r„rs, least 86 % of nominal power up to -
ao --_--- 25 years. - an i- --� ----'
All data whin measurement toieranc 'i
l { es. Full warranties In accordance with eo
2W 400800 900 WOO the warranty terms of the QCELLS
04 t>, i ,1,14�„ 1 �^ s�" •r,� L \y`;.�, sales organisation of your respective
Note: Installation Instructions must be followed. Seethe installation and operating manual or contact our technical service department for further Information on approved installation and use of
this product.
Hanwhe Q CELLS America Inc.
400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA I TEL+1949 748 59 961 EMAIL inquiry@us.q-celis.com I WEB www.q-celis.us
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2/15/2023
ROOF INFO FRAMING INFO
ATTACHMENT INFORMATION
DESIGN CRITERIA
Name
Type Height Type
Max OC
Detail
Minimum Nuumber of Mounts per
Max Landscape
Max Portrait
DISTRIBUTED LOAD: 3 PSF
Span Spacing
Up -Slope Edge
Overhang
Overhang
SNOWLOAD: 0 PSF
COMP SHINGLE
WIND SPEED:
AR-01
2-Story 2X4 PRE -FABRICATED TRUSSES
TOPSPEED
5' - 3" 24" TOPSPEED, SEE DETAIL SNR-DC-30004
3
1' - 6"
0' - 10"
138 MPH 3-SEC GUST.
S.S. LAG SCREW
AR-02
COMP SHINGLE 2-Story 2X4 PRE -FABRICATED TRUSSES
TOPSPEED
6'- 9" 24" TOPSPEED, SEE DETAIL SNR-DC-30004
3
1' - 6"
0' - 10"
W X SEALING
WASHER WOOD SCREWS FULLY
COMP SHINGLE -
PENETRATING THROUGH WOOD
AR-03
TOPSPEED 2-Story 2X4 PRE -FABRICATED TRUSSES
6'- 9" 24" TOPSPEED, SEE DETAIL SNR-DC-30004
3
1' - 6"
0' - 10°'
DECK
D1 - A -01 - SCALE: 1/8" = 1 °-0"
D2 - AR-02 - SCALE: 1/8" = V-0"
1 I I I / /////
I : 181 °
I : 91 °
\\\\\
VA E W
PITCH:22°
PITCH:22°`«°
13 6„ 6, 2" - - 12'-4"
22'-3" _
18'-8"
11'-8°'
/423 ,
STATE
4
4 3
i°
8'-10"
',C�Rt N,.`•
rv,
2l15/2023
E, U- 1 U-5"
„
Ell
_ _
I
1'-4"
--
-- T-4" — 18'-8" — 6'-1 ° —�
t13'-9" — 6-2"
— 8'-7"
18'-$"
sunrun
ENGINEER ADDRESS:
225 BUSH ST, SUITE 1400
SAN FRANCISCO, CA 94104
P: 949-383-0993
D3 -gy�pp R-03 - SCALE: 1/8" = V-0"
EC13007964
I M : 271 °
5208 TAMPA W BLVD, TAMPA, FL 33634
PITCH:22°
17'-5" —6-2" — 1T-T'
FAX0E0
�
CUSTOMER RESIDENCE:JERRY
• INSTALLERS SHALL NOTIFY ENGINEER OF
NUNEZ
ANY POTENTIAL STRUCTURAL ISSUES
T-7"
7630 BROAD POINTE DR,
OBSERVED PRIOR TO PROCEEDING W/
__
I
ZEPHYRHILLS, FL, 33540
INSTALLATION.
TEL. (770) 568-6838
• MOUNT NUMBER FOR LEADING DOWNSLOPE
APN:
EDGE SHALL MATCH REQUIREMENTS LISTED
ABOVE INSTALL PER TOPSPEEDTM
I
PROJECT NUMBER;
INSTALLATION MANUAL.
13'-1"
802R-630NLINE
• CONTRACTOR MAY SUBSTITUTE I
I
DESIGNER: (495) 580-6920 ex3
SNAPNRACK DECKTRACK MOUNTS (SNR
I
DETAIL SNR-DC-00453) WITH A MAX
( �
DAMES GALVEZ
OVERHANG OF 6"
SHEET
- -
LAYOUT
g„
—5'--
31'-1" -
5'-1"—
REV: A 2/14/2023
PAGE PV-3.0
UTILITY
GRID
FACILITY
LOADS
(N) 40A PV
BREAKER AT
OPPOSITE END
OF BUSBAR
FEED -THROUGH
LUG
METER #:
DUKE ENERGY 4174848
MAIN PANEL
200 A
MAIN BUS
NOTE: TOTAL PV BACKFEED = 40A
USED FOR INTERCONNECTION
CALCULATIONS
(N) LOCKABLE
BLADE TYPE
AC DISCONNECT
NEW 150A SQUARE D
MAIN DU222RB
BREAKER 3R, 60A,2P
120/240VAC
FACILFP(
GROUND EXISTING
225A SUB
PANEL
SOLAREDGE TECHNOLOGIES:
SE760OH-USSN
7600 WATT INVERTER
LOAD RATED DO DISCONNECT
WITH AFCI, RAPID SHUTDOWN
COMPLIANT
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(4) 10 AWG PV WIRE
NONE
(1) 6 AWG BARE COPPER
2
3/4" EMT OR EQUIV.
(4) 10 AWG THHN/THWN-2
NONE
(1) 8 AWG THHN/THWN-2
3
3/4" EMT OR EQUIV.
(2) 8 AWG THHN/THWN-2
(1) 10 AWG TH H N/THWN-2
(1) 8 AWG THHN/THWN-2
E
EXISTING
EXISTING
EXISTING
EXISTING
MODULE CHARACTERISTICS
P401 OPTIMIZER CHARACTERISTIC
HANWHA Q-CELLS- Q.PEAK DUO BLK
MIN INPUT VOLTAGE:
8 VDC11
ML-G10+ 400:
400 W
MAX INPUT VOLTAGE:
60 VD
OPEN CIRCUIT VOLTAGE:
453 V
MAX INPUT ISC:
12,5 A
MAX POWER VOLTAGE:
37A3 V
MAX OUTPUT CURRENT:
15 ADO
SHORT CIRCUIT CURRENT:
11A4A
SYSTEM CHARACTERISTICS - INVERTER I
SYSTEM SIZE:
11200 W
SYSTEM OPEN CIRCUIT VOLTAGE:
14 V
SYSTEM OPERATING VOLTAGE:
400 V
MAX ALLOWABLE DC VOLTAGE:
480 V
SYSTEM OPERATING CURRENT:
28 A
SYSTEM SHORT CIRCUIT CURRENT:
30 A
JUNCTION BOX PV MODULES
OR EQUIVAL NT HANWHA Q-CELLS: Q.PEAK DUO BLK
M L-G 10+ 400
- ------ (28) MODULES
LOPTIMIZERS WIRED IN:
-4-7-1 (1) SERIES OF (14) OPTIMIZERS
(1) SERIES OF (14) OPTIMIZERS
SOLAREDGE POWER OPTIMIZERS
P401
A V1
Q*
4�)fi No. 85111
STATE OF
I'llmi0 N A t
"lww
EXPIRES: 2J2812025
SIGNED: 02/14/2023
Template-version-4,0,87
ELECTRICAL SHOCK HAZARD
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC/DC DISCONANECT(
it
POWER SOURCE OUTPUT CONNECTION
N
DO NOT RELOCATE THIS
OVERCURRENT
PER CODE(S): NEC 2017:
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE),
PER CODE(S): NEC 2017: 705.12(8)(2)(3)(c)
DUAL POWER SUPPLY
SOURCES: GRID
I
AND PV SOLAR ELECTRIC
SYSTEM
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): NEC 2017: 705.12f
LABEL LOCATION:
INSTALLED WITHIN 3" OF RAPID SHUT DOWN
SWITCH PER CODE(S): NEC 2017: 690.56(C)(3), IFC
2012: 605.11.1, IFC 2018: 1204.5.3
LABEL LOCATION:
mff-mmmmm ---
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54, NEC 2014: 690,54, NEC
2011:690.54
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): CEC 2019: 690.53, NEC 2017: 690.53
EI
SWITCH TO THE "OFF"
s, wag"I,"M
SHOCK x
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): NEC 2017: 690.56(C)(1)(a)
NOTES AND SPECIFICATIONS:
11 0.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR
IF REQUESTED BY THE LOCAL AHJ,
WORDS, COLORS AND SYMBOLS.
• LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
• LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
• SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-201 1, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
• DO NOT COVER EXISTING MANUFACTURER LABELS.
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No,88111 ;
STATE 08
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EXPIRES: 2128/2025
SIGNED: 02/14/2023