HomeMy WebLinkAbout23-6903Name: RONY Ai & JOINA
OCTELA-ALNORD
Address: 36561 Smithfield Ln
ZEPHYRHILLS, FL 33541
Phone:
Issue Date: 09/19/2023
SERVICES INC
Cx-,,k
Permit Type: Electric Service Replacement/M
Class of Work: Add/Alter Residential
Building Valuation: $0.00
Electrical Valuation: $20,533.50
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $20,533.50
Total Fees: $142.67
Amount Paid: $142.67
Date Paid: 9/19/2023 12:52:27PM
REINSPECTION FEES: (c)'Tflth 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.
ii Pi •SWIM Ili I ii •1111M 11 i I I I Ili I
WPM An, III, M
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
-1A)
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-7$0-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
y,
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r r r r r;r, r r r w r r I��A
• ilk . ni ,Owner's Name-,_, W= �=
r' Srn'J+V*Af_101 Owner Phone Number
Fee Simple'ntleholder Name Owner Phone Number
Foe Simple Titleholder Address
JOB DD.
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED El NEW CONSTR
F •.DDDEMOLISH
PROPOSEDREPAIR
CONSTRUCTIONTYPE OF BLOCK
BUILDING SIZE j 80 FOOTAGE = HEIGHT
acaaaRaaaRtaRaRRaRRRaaaeRaaataRaaaaaiaRRRRRRaaRaataRaRaRRaaRRRSRRSR�
[_BUILDING $ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ . AMP SERVICE PROGRESS ENERGY = W.R.E.0
PLUMBING $
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY SUnrUn installation Services, Inc.
SIGNATURE REGISTERED Y) N FEE CURREN -YIN
,Address 5280 Tampa W. Blvd, Tampa FL 33634 License# EC130{}7964 _L �
ELECTRICIAN COMPANY junrun Installation Services, Inc.
SIGNATURE REGISTERED Lyl N__J FEE CURREN
.v License #CAddress 5280 T pa Bla 07964
PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y / N
Address License #
MECHANICAL - COMPANY
SIGNATURE REGISTERED I Y / N FEE CURREN Y / N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Fortes; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a rife Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Constriction Plans, Stor mwater Plans w/ Sift Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $25M, a Nodce of Commencement Is required. (A/C upgrades over $7 )
- Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public madways..needs ROW
813-M-0020 City of Zephyrhills Permit Application Fax-813-780-W21
5ulAlng 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-4-icensing Section at 727-847- 8DO9.
Furthennore, 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 Foes 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 W-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 'certificate 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 mended): If valuation of vAwu is S2,500.00 or more, I certify that 1, the, applicant,
have been provided with a copy of the 'Florida Construction Lien 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.
CONTRACTOWSIOWNER'S AFFIDAVIT: I certify that all the information 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, Wetland Areas and Environmentally Sensitive
Lands, WaterMastewater 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 'V' 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 arnthe AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting 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.
I .
2XI I Z Its refliq :11111ill ta 1 111 !1 ;T*1TJ A J 4 Z k &S 11OW&I I I J 11011 z I a I Z 0 Z 1503 1 Z
as icienincation. as cienurication.
I_ !41* �. , 4
Name of Notary typed, printed or stamped
BRMANY L DEBii it OUVER
COMMISSIDn # HH 259489
Expires May 1, 2026
Commission No, 14 H �,) q gc�
Warne of Notary �"d, printed - stampW���
BRITTANY L DEBOUIVER
Corfinlissibirt # HH 259489
E*m Mey 1, 2026
Astral v, ' "00
September 15, 2023 \\\\,,\\\0Il1///,/,sun run WS
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Subject : Structural Certification for Proposed Residential Solar Installation. <,p James Manew Walsh, State of Florida,
Professional Engineer, License No. 84923
Job Number: 802R-561 ALNO; Rev A ,-No 8492,
Client: rosy Alnord This item has been digitally signed and sealed
/A*w ATE
by James Matthew Walsh, PE on 9/15/2023
AV
Address: 36561 Smithfield Ln, Zephyrhills, FL33541 �T�TE 6F 40
using a Digital Signature. Printed copies of this
XN , P V, # -�- document are not considered signed and sealed
tORIO -'
and the SHA authentication code must be
OAS L verified on electronic copies.
Attn: To Whom It May Concern //I /// I It I l\\\\
Exp. 2128f2025
9/15/2023
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 (Category 11) 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.
Results Summary (Hardware Check Includes ,Uelift Check on Aftachtiients/Fastener;Structure Check Considers Main Structure )
Orientation
Min. # Mounts per up -slope edge
Configuration i.'Max
DCR
'Result
Landscape
2
NA
84%
Pass,
AR-01
Portrait
2
NA
67%
Pass
Roofing Material
Pitch
Structure Check
Comp Shingle
24'
Orientation
Min. # Mounts per up -slope edge
'Configuration
Max OCR
'Result
Landscape
2
NA
84%
Pass
AR-02
Portrait
2
NA
67%
pass,
Roofing Material
Pitch
Structure, Check
CompShingle
22'
Pass :
225 Bush St. Suite 1400 San Francisco, CA 94104
UYEAK L)U(;
2OR-Al R
THE IDEAL SOLUTION FOR:
Rooftop arrays on
residential buildings
E
ia BREAKING THE 20% EFFICIENCY BARRIER
Q.ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 21.4%.
THE MOST THOROUGH TESTING PROGRAMME 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
rr-1147)z Optimal yields, whatever the weather with excellent
low -light and temperature behavior.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QTm.
EXTREME WEATHER RATING
High-tech aluminum alloy frame, certified for
high snow (5400 Pa) and wind loads (4000 Pa).
A RELIABLE INVESTMENT
I%- YEARS Inclusive 25-year product warranty and 25-year
IS) linear performance warranty2.
APT test conditions according to 1 EC (TS 62804-1:2015, method A 1-1500 V, 96 h)
2 See data sheet on rear for further information.
CELIS
MECHANICAL SPECIFICATION
74.0 in x 41.1 in x 1.26 in (including frame)
(1879mm x 1045mm x 32mm)
... ... _. ... ,., _.. ... __.. ._.. -._-.
......
I
C•--_a26^lvoea mmY- __
� _ I
48.5lbs (22.0 kg)
0.131n (3.2mm) thermally pre -stressed glass with
-�
anti -reflection technology
,.
4x
Grou, ,
F, m
- Composite film
332`(496
mm;
Black anodized aluminum
._. ...... .. _..... .. ._
6 x 22 monocrystalline Q.ANTUM solar half cells
.-....._.
[�
air 0.aa@mm)
2.09-3.98 in x 1,26-2.36 in x 0,59-0.71 in
(53-101mm x 32-60mm x 15-18mm), IP67, with bypass diodes
4mm2Solar cable; (1)>_49.21n(]250mm),H- !492in(1250mm)
axon„w9e dec
Stsubll MC4, IP68
_. .. ...... .....
F-1
0.9fi"(14.Smn,) [._C-D_1r .0,33'(BSmm)
ELECTRICAL CHARACTERISTICS
POWER CLASS
395
400
405
410
415
., PMpp [W]
395
400
405
410
415
Isc [A]
11.13
11.16
11.19
1.L22
11.26
Voc IV]
45.03
45.06
45.09
43.13
45.16
impp [A]
10.58
10.64
10.70
10.76
10.82
VMpp IV]
37.32
37.59
3785
38.11
_ 38.37
[/]
�,20.1
>20.4
>_20.6
>20.9
>21.1
PMPP [W]
296.4
300.1
303.9
3076
311.4
Isc [A]
8.97
8.99
9.02
9.04
9.07
Voc IV]
42.46
42.49
42.52
4256
42.59
_l.pp [A].
8.33
8.38
8.43 _
3.48
8.53
VmPP IV]
35.59
35.82
36,04
36.27
36.49
'Measurement tolerances PMpp 1 3%; Isd V_ 15 % at STC:1000 W/m', 25±2°C, AM 1.5 according to IEC 60904-3. 1800 W/m2, NMOT, spectrum AM 1.5
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
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TEMPERATURE COEFFICIENTS
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
least 86%of nominal power up to
25 years.
All data within measurement toleranc-
es. Full warranties in accordance with
the warranty terms of the Q CELLS
sales organisation of your respective
country.
:uo -_i_____i _____-_____I-__
1
1
I I
I y I
I 1
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zoo soo 4w wo vow
Typical module performance under low irradiance conditions in
comparison to STC conditions (25°C,1000W/m2)
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
UL61730,CE-como6ant,
aj
Q siltyControlledPV-T1JVRheinlandIEC 61215:2016, IEC 61730:76.4in 43.3in 48.0in 1656lbs 24 24 32
ocPV Cerrscatlono-ggo4ng. C us 1940mm 1100mm 1220mm .751kg pallets pallets modules
wrenoe _. ._.. .__. . _... _... _..-. ._..
UL6 0 le �tt�i30ln
Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further Information on approved installation and use of
this product.
Hanwhe 0 CELLS America Inc.
400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA I TEL +1949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us
Astra v.1.800
September 15, 2023 \\1 I I s u n r u nWS
.OVA E VV IV //� GAT
E fr.
Subject : Structural Certification for Proposed Residential Solar Installation. sF� f% amen Matthew Walsh, State of Florida,
o J� !. Professional Engineer, License No, 84923
Job Number: 802R-561ALNO; RevA * No 84923
Client: rOny AlnOrd ^—-� This item has been digitally signed and sealed
Address: 36561 Smithfield Ln, Zephyrhills, FL 33541 � Aby James Matthew Walsh, PE on 9/15/2023
using a Digital Signature. Printed copies of this
fitOW document are not considered signed and sealed
O
I�"`t \
and the SHA authentication code must be
Attn: To Whom It May Concern /� j 1OA100 �\\\\� verified on electronic copies.
EXp. 2/28/2025
9/15/2023
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 (Category ll) 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.
Results
AR-01
Summary' (Hardware Check includes Uplift Check on Attachinonts/Fastoner, Structure Check Considers Maim Structure)
Orientation Min. # Mounts per up -slope edge Configuration Max DCR Result
Landscape 2 NA 84% Pass
Portrait 2 NA 67% Pass , I
Roofing Material
Pitch
Structure Check
Comp Shingle 24'
"Pass
Orientation
Min. # Mounts per up -slope edge
Configuration
Max DCR
Result
AR-02
Landscape
Portrait
2
2
NA
NA
84%
67%
Pass
Pass
Roofing Material
Fitch
Structure Check
Comp Shingle
220
1Pass
225 Bush St. Suite 1400 San Francisco, CA 94104
SHEETINDEX
LEGEND
SCOPE OF WORK
GENERAL NOTES
PAGE #
DESCRIPTION
A SYSTEM SIZE: 10530W DC, 7680W AC
® ALL WORK SHALL COMPLY WITH 2O20 FBC (7TH ED.) AMENDMENTS TO 2018
PV-1.0
COVER SHEET
SE
SERVICE ENTRANCE
® MODULES: (26) HANWHA Q—CELLS: Q.PEAK DUO BLK
IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND
ML—G10+ 405
INSTALLATION INSTRUCTIONS.
PV-2.0
SITE PLAN
m INVERTERS: (1) DELTA ELECTRONICS: E4—TL—US, (1) DELTA
- PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017,
MP
MAIN PANEL
ELECTRONICS: E4—TL—US
® ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
PV-3.0
LAYOUT
- RACKING: TOPSPEED, SEE DETAIL SNR—DC-30004
- PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
PV-4.0
ELECTRICAL
�
GROUNDED IN THE INVERTER, SYSTEM COMPLIES WITH 690.35.
SP
L
SUB —PANEL
W RAPID SHUTDOWN: (26) APSMART RSD—S—PLC ROOFTOP
° MODULES CONFORM TO AND ARE LISTED UNDER UL 61730.
PV-5.0
SIGNAGE
—j—I
MODULE LEVEL RAPID SHUTDOWN DEVICE
g INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
LC
PV LOAD CENTER
® SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE 1, OR TYPE 11
MODULES, ARE CLASS A FIRE RATED.
RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
SM
SUNRUN METER
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
® CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
® ARRAY DC CONDUCTORS ARE SIZED FOR DEBATED CURRENT.
PM
DEDICATED PV METER
11.17 AMPS MODULE SHORT CIRCUIT CURRENT,
® 17.45 AMPS DERATED SHORT CIRCUIT CURRENT (690,8 (A) & 690.8 (B)].
INV
INVERTER(S)
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AC
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AC DISCONNECT(S)
No. 85111
a a
a
DC
S T ATE 0't a
DC DISCONNECT(S)EEI
V 4Z1�\��
CB
IQ COMBINER BOXEXPIRES:
2/281202�a1y\,l
ABBREVIATIONS
SIGNED:09/14/2023
F— 7
INTERIOR EQUIPMENT
A
AMPERE
L
SHOWN AS DASHED
AC
ALTERNATING CURRENT
sunrun
AFC
ARC FAULT CIRCUIT INTERUPTER
CHIMNEY
AZIM
AZIMUTii
ENGINEER ADDRESS:
225 BUSH ST, SUITE 1400
SAN FRANCISCO, CA 94104
COMP
COMPOSITION
P:949-383-0993
DC
DIRECT CURRENT
ATTIC VENT
EC13007964
VICINITY MAP
(E)
EXISTING
:............:
FLUSH ATTIC VENT
5208 TAMPA'W BLVD, TAMPA, FL 33634
EBB
ENERGY STORAGE SYSTEM
PVC PIPE VENT
PH
FAo0Eo
EXT
EXTERIOR
METAL PIPE VENT
CUSTOMER RESIDENCE:
INT
INTERIOR
.,.` .. ,...:....,.,,.,.....n .. �.:s.,.
MSP
MAIN SERVICE PANEL
T—VENT
336561 SMNOBD ITHFIELD LN,
,
(N)
NEW
SATELLITE DISH
PITS
NOT TO SCALE
TEL. (863) 877-5522
OC
ON CENTER
FIRE SETBACKS
r
APN: 04-26-21-0150-00800-0040
-'
PRE-FAB
PRE -FABRICATED
PROJECT NUMBER:
PSF
POUNDS PER SQUARE FOOT
HARDSCAPE
802R-561ALN0
PV
PHOTOVOLTAIC
DESIGNER: (415) 580-6920 ex3
RSD
RAPID SHUTDOWN DEVICE
— PL—
PROPERTY LINE
SOLAR MODULES
RAVE RYAN
TL
TRANSFORMERLESS
SCALE: NTS
SHEET
TYR
TYPICAL
REV NAME DATE COMMENTS
COVER SHEET
V
VOLTS
w
WATTS
' �.�
� �
,VY
�
REV: A 9/14/2023
LAN
LANDSCAPE
- TOPSPEED
PAGE Pv —1,
POR
PORTRAIT
MOUNT
Template version- 4.0,93
SITE PLAN - SCALE = 1/16" = l'-O"-
PL
D-
SMITHFIELD LN
Ii.
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1
t 1..
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E 11,Si
STATE OF 40
tORIV
0/011111\10
Exp. 2/28/2025
9/1512023
James Matthew Walsh, State of Florida, Professional
Engineer, License No. 84923
This item has been digitally signed and sealed by
James Matthew Walsh, PE on 9/15/2023 using a Digital
Signature. Printed copies of this document are not
considered signed and sealed and the SHA
authentication code must be verified on electronic
copies.
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN RIT
Max OC Minimum Nuumber of Mounts per Max Landscape Max Portrait MAXDISTRIBUTED LOAD: 3 PSF
Name Type Height Type Span Spacing Detail Up -Slope Edge(LS/PT) Overhang Overhang SNOW LOAD: 0 PSF
WIND SPEED:
AR-01 COMP SHINGLE - 1-Story 2X4 PRE -FABRICATED TRUSSES 6'- 8" 24" TOPSPEED, SEE DETAIL SNR-DC-30004 2/2 1' - 6" 0' - 10" 138 MPH 3-SEC GUST.
TOPSPEED S.S. LAG SCREW
AR-02 COMP SHINGLE - 1-Story 2X4 PRE -FABRICATED TRUSSES 6'- 9" 24" TOPSPEED, SEE DETAIL SNR-DC-30004 2/2 V - 6" 0' - 10" (4) #14 X 2.25" SS SEALING
TOPSPEED WASHER WOOD SCREWS FU"LLY
PENETRATING THROUGH WOOD
D1 - AR-01 - SCALE: 1/8" = V-0" DECK\\\\1I I i I 1 /////
PITCH: 24' 5'-11°°— "3'-1" 3'-2" 12'-5'° 3'-2°--6'-2" 3'-2°'—6'-6'°— r,EN
INSTALLERS SHALL NOTIFY ENGINEER OF ANYo
POTENTIAL STRUCTURAL ISSUES OBSERVED - 'f' €33'
PRIOR TO PROCEEDING W/ INSTALLATION,
- MOUNT NUMBER FOR LEADING DOWNSLOPE __; 6' 3" ='# STATE OF 441 -
::-EDGE SHALL MATCH REQUIREMENTS LISTED '> ,
ABOVE INSTALL PER TOPSPEED INSTALLATION �� L ORIV'-'.� ,ar
-CONTRACTOR MAY SUBSTITUTE SNAPNRACK
DECKTRACK MOUNTS (SNR DETAIL II IA\ \
SNR-DC-00453) WITH A MAX OVERHANG OF 6" Exp9/15120235
�_i � 1 0'-5" 9/15/2023
James Matthew Walsh, State of Florida, Professional
Engineer, License No. 84923
This item has been digitally signed and sealed by
3 James Matthew Walsh, PE on 9/15/2023 using a Digital
I Signature. Printed copies of this document are not
8" considered signed and sealed and the SHA
31'-1 " - 6'-6" authentication code must be verified on electronic
copies.
D2 - AR-02 - SCALE: 1/8" = V-0"
!M: 91 °
PITCH: 22° sunimun
ENGINEER ADDRESS:
225 BUSH ST, SUITE 1400
5-6" - SAN FRANCISCO, CA 94104
P: 949-383-0993
1 EC13007964
5208 TAMPA W BIND, TAMPA, FL 33634
I PHONE 0
2'_911 FAX 0
iM �
CUSTOMER RESIDENCE:
BONY ALNORD
36561 SMITHFIELD LN,
i ZEPHYRHILLS, FL, 33541
13'-11" TEL. (863) 877-5522
IN
APN: 04-26-21-0150-00800-0040
PROJECT NUMBER:
802 R-561 ALN O
Iw
_T
3
— DESIGNER: (415) 580-6920 ex3
6'
DAVE RYAN
6'-2"----, 18'-8" — —64" - ' — 12'-5" —5'-6" SHEET
LAYOUT
REV: A 9/14/2023
PAGE PV-3.0
12O/24VVAC
SINGLE PHASE
SERVICE
DELTA ELECTRONICS:
E4-TL-US
<
METER USED FOR INTERCONNECTION
DUKE ENERGY 8358230 CALCULATIONS
3840 WATT INVERTER
JUNCTION BOX
PV MODULES
BLn
UTILITY
GRID
_41
(13) MODULES
(1) STRING OF (8) MODULES
EXISTING 200A
(1) STRING OF (5) MODULES
MAIN BREAKER
(N) 1 OOA PV LOAD
LOAD RATED Dc
(13) APSMART RSD-S-PLC MODULE
(END FED)
CENTER
DISCONNECT WITH AFCI,
LEVEL RAPID SHUTDOWN DEVICES
APSMART TRANSMITTER
EXISTING 225A
SUB PANEL
EXISTING 200A (N) LOCKABLE
DELTA ELECTRONICS:
MAIN PANEL BLADE TYPE
FACILITY
FACILITY AC DISCONNECT
3840 WATT INVERTER
JUNCTION BOX
PV MODULES
LOADSum
^~'~~
R EQUIVALENT
8LK
FEED -THROUGH
ML
LUG
`13'------
(1)STRING DF(8)MODULES
(1)STRING oF(o)MODULES
(N)4QAPV SQUARE
20A BREAKER (A)
LOAD RATED DC
(13)*pSmARTRBo'S-pLC MODULE
BREAKER AT QU222RB
20A BREAKER (B)
DISCONNECT WITH AFC|.
LEVEL RAPID SHUTDOWN DEVICES
OPPOSITE END 3R.60A.2P
4P8MARTTRANSm|TTER
OFBUSBAR 120/240vAC
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR NEUTRAL
GROUND
1
NONE
(4) 10 AWG PV WIRE NONE
(1) 6 AWG BARE COPPER
E
EXISTING
EXISTING EXISTING
EXISTING
MODULE CHARACTERISTICS
HANVVHAO-CELLS:C1,PEAKDUO QLK
K4L-GlO+4D5:
485VV
OPEN CIRCUIT VOLTAGE:
45,34V
MAX POWER VOLTAGE:
37.39V
SHORT CIRCUIT CURRENT:
11.17A
SYSTEM CHARACTERISTICS -INVERTER I
SYSTEM CHARACTERISTICS - INVERTER 2
SYSTEM SIZE:
5265VV
SYSTEM SIZE:
5265VV
SYSTEM OPEN CIRCUIT VOLTAGE:
392.11V
SYSTEM OPEN CIRCUIT VOLTAGE:
392,11V
SYSTEM OPERATING VOLTAGE:
299A2V
SYSTEM OPERATING VOLTAGE:
298�12V
MAX ALLOWABLE DCVOLTAGE:
480V
MAX ALLOWABLE DCVOLTAGE:
480V
SYSTEM OPERATING CURRENT,-
21.88A
SYSTEM OPERATING CURRENT:
21�86A
SYSTEM SHORT CIRCUIT CURRENT:
27�03A
SYSTEM SHORT CIRCUIT CURRENT:
27.98A
vom/,
EXPIRES:o2812025
emplate_=wmn-4.0.93
LABEL LOCATION:
POWER SOURCE OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): NEC 2017:
705.12(B)(2)(3)(b)
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): NEC 2017: 705.12(B)(2)(3)(c)
SOURCES: UTILITY 1
SYSTEMAND PV SOLAR ELECTRIC
LABEL LOCATION:
INSTALLEDLABEL LOCATION:
f SHUT DOWN
SWITCH PER CODE(S): NEC 2017:690.56(C)(3), IFC
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,
AT EACH TURN, ABOVE AND BELOW PENETRATIONS,
ON EVERY JBIPULL BOX CONTAINING DC CIRCUITS,
PER CODE(S). NEC 2017: 690.31(G)(3), 690.31(G)(4)5
I FC 2012: 605.1 1A A
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54
11
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): CEC 2019: 690,53, NEC 2017: 690.53
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): NEC 2017: 690,53, CEC 2019: 690.53
LABEL LOCATION:
LOAD CENTER
[Only use when applicable for PV load center]
El
t
SWrrCH TO THE "OFF"
k.
HAZARDSHOCK
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE
NOTES AND SPECIFICATIONS:
• SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR
IF REQUESTED BY THE LOCAL AHJ.
• SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
* LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
• LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
• SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
® DO NOT COVER EXISTING MANUFACTURER LABELS.
*l�`y,yyyftltlllill!!/ /
No 85111
e =
STATE OF
EXPIRES: 2/28/2025
SIGNED:09/1412023
Template —version 4.0, 93