HomeMy WebLinkAbout21-3022Address: 6468 Washington St Spc 73
YOUNTVILLE, CA 94599-1318
•oltoplom.t
City of Zephyrhills
.... ... . . ..... ,
5335 Eighth Street
Zephyrhills, FL 33542
ELCMISC-003022-2021
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 10/12/2021
Building Valuation: $5,370.30
Electrical Valuation: $12,530.70
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $17,901.00
Total Fees: $169.50
Amount Paid: $169.50
Date Paid: 10/12/2021 1:05:31PM
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.
r-•i i r 11f
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONt CTOR SIGNATURE PE IT OFFICE[)
C'5k
.k,ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021 ff 01— 710
__
Date Received Phone Contact for Permitting 813 ) 648 0086
Owner's Name Barry Hartsock Owner Phone Number (770} 231-9925
Owner's Address 138515 Naomi Ave. Owner Phone Number®
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38515 Naomi Ave, Zephyrhills, FL 33542 LOT#
SUBDIVISION Morsani Phase 1 PARCEL ID# 34-26-18-0070-00300-0020
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT x SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL
DESCRIPTION OF WORK Installation of aroof-mounted photovoltaic solar panel system.
BUILDING SIZE SO FOOTAGE= HEIGHT-�
BUILDING $ 30 VALUATION OF TOTAL CONSTRUCTION
EX]ELECTRICAL $a o AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS C— FLOOD ZONE AREA =YES NO
BUILDER COMPANY Sunrun Installation SiNY
Inc.
SIGNATURE REGISTERED YIN FEE CUR / N
Address 5280 Tampa W, Blvd, Tampa FL 33634 License# EC13007964��
ELECTRICIAN COMPANY Sunrun Installation Services, Inc.
SIGNATURE REGISTERED Y (N FEE CURREN
Address 5280 Tampa W. Blvd, Tampa FL 33634 License# EC13007964
PLUMBER COMPANY
SIGNATURE j REGISTERED Y (N FEE CURREN
Address License #
MECHANICAL COMPANY^
SIGNATURE REGISTERED YIN FEE CURREN Y I N
Address E License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N__J FEE CURREN Y 1 N J—
Address License # E
1QEtifl;[;f��i�##I�iE�#i�lf3�ltf@l�lE����tlftg�ifit€�ii�i�ltFl�II#�Ea
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large 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 ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wt Silt 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 $2500, a Notice of Commencement is required. (A/C 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)
Reroofs if shingles Sewers Service Upgrades A1C 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
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be 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 "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 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 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.
CONTRACTOR'S/OWNER'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, 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 pennoting 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.
OWNER OR AGENTt_/Y&.k��— i \
�Scrib �d and sworn riffirme methis mhis
31 by 4 UDQ
Who is/are pers,2pally known to me or has/have produced
Notary Public
mission N�c.._194
_J-5 kV
Name of Notary typed, printed oatamped
.y
JOSHUA LONG
My COMMISSION #HH1 31615
EXPIRES: MAY 20, 2025
Bonded through 1st State fifouran
Who is/are personal) toaaSe or has/have produced
as ideatiffication,
fission No. ;C Notary Public
Name of Notary typed, printed o#rstamped
Pav4.SHUA LONG
MY COMMISSION #HH1 31615
EXPIRES: MAY 20, 2025
Bonded through 1st State Insurance
F
October 4, 2021
Subject : Structural Certification for Proposed Residential Solar Installation.
Job Number: 802R-515HART, Rev C1
Client: Barry Hartsock
Address: 38515 Naomi Ave, Zephyrhills, FL, 33542
Attn: To Whom It May Concern
sunrun Astra v. 1.55 WS
CAT 1
fsl�'84923 iftlihes, Matthew Walsh. State of Florida,
Peofessional Engineer, License No. 84923
V4 is item has been digitally signed and sealed
-0,, 61A44mes Matthew Walsh, PE an 10/4/2021
STATE OF using a Digital Signature. Printed copies of this
document are not considered signed and
ORIV Zsealed and the SHIA authentication code must
-�-
------ NX be verified on electronic copies.
'ON A L <-
1/011111 0\\
Digitally Signed on: 101412021
A field 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
F1
& Ualfty Tested
... VDE,1. --
ID, 40032587
pa TRACWLE OUAU V
rAii
SLANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICITY
Higher yield per surface area, lower BOS costs, higher
power classes, and an efficiency rate of up to 19.5%.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
low -light and temperature behaviour.
jTM ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QTlvl.
EXTREME WEATHER RATING
117 High-tech aluminium alloy frame, certified for
high snow (5400 Pa) and wind loads (4000 Pa).
A RELIABLE INVESTMENT
Inclusive 12-year product warranty and 25-year
linear performance warranty2.
STATE OF THE ART MODULE TECHNOLOGY
Q.ANTUM DUO combines cutting edge cell separation
and innovative wiring with Q.ANTUM Technology.
APT test conditions according to tECJS 62804-1.2015, method B (-1500V, 168h)
See data sheet or, rear for further information,
THE IDEAL SOLUTION FOR:
69 Rooftop arrays on
res[dentia[ buildings
Engineered in Germany ICE LLS
MECHANICAL SPECIFICATION
1740mm x 1030mm x 32 mm (including frame)
199kg
3.2 mm thermally pre -stressed glass with
anti -reflection technology
Composite film
Black anodised aluminium
6 x 20 monocrystalilne Q ANTUM solar half cells
53-101 mm x 32-60 mm x 15 18 mm
Protection class IP67, with bypass diodes _
i.<
4mm2Solar cable; (+)>1150turn, (-)r1150mm
-,.-
Staubil MC4, Hanwha Q CELLS HQC4; IP68
iJ49 mm -- --
�+--- 460 mm _.
I
3a0 mm
} xll50 mm }
4x Cxoa+tlinq pomisa A6 mm �c�
Fre
I
931mm;
bi ❑xvso
tutu
�"{
ex a�neee now
+ 4 x Mauntlrg sqh (r>ETAIL A) }
-� I»-32 tutu DETAIL 1',a�m
24 a ,nml - (__73 Ia.5 tutu
PROPERTIES FOR SYSTEM DESIGN
[v]
1000 t .l+c u .......
. .. ._,
Classil
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t1. ,.1.t< ITn. s,,Cu,-
[A)
_
20 .,„ ... � .,.et. .�(, .,_ .,
C/TYPE2
1 _vi.n , .,,,,.,., _.
�.._...
[Pa]
...................
3600/2667
-40°C-+85°C
Via,
[Pa]
5400/4000
QUALIFICATIONS AND CERTIFICATES
PACKAGING INFORMATION
VDE slty Tested,
EC61
IEC 6i215 2016.
.ml A�
"aM"'
[0_.
AN
IdO N�
IEC6173Q2016.
This data
'rpvnnai�b�a
._, ,..,. _ .._ .,_ __.... ... ..... ... .. . __.
1780mm 1080mm 1208mm 673.8 kg
.. .....,� ..
28 pallets
__. ...._.._..._ ., ,..v,..
26 pallets 32 modules
EN 503ompnes
with DIN EN 503a0.
a.md.rom
,
1815mm 1150mm 1220mm 683kg
28 pallets
24 pallets 32 modules
Nate; Installation Instructions must be followed. See the installation and operating manual
ar contact our techNeal service department for further Information on approved installation and use of this product Q CELLS supplies
solar modules in two different stacking methods,
depending on the location of
manufacture
(modules are packed horizontally or vertically). You can find more detailed intormation
In the document
'Packaging and Transport
Information", available from Q CELLS-
Hanwhe 0 CELLS GmbH
Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-23444 I FAX +49 (0)3494 66 99-23000 1 Ea'MAHL salesQq-cells.com I WEB www.q-cells.com
Engineered in Germany OCELLS
E,,,,,,.Ah,ase Microinverters
Enphase
10; 7 and IQ 7+
Microkinverters
To learn more about nphase offerings, visit enphase.com
The high-powered smart grid -ready
Enphase IQ 7 MicroTm and Enphase IQ 7+ MicroTl
dramatically simplify the installation process while
achieving the highest system efficiency.
'Dart of the Enphase IQ System, the IQ 7 and
I
IQ 7+ Microinverters integrate with the Enphase
IQ EnVoyTM , Enphase IQ BatteryT11 , and the Enphase
Enlighten.. monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations an
undergo over a million hours of power -on testins
warranty of up to 25 years.
Lightweight and simple
Faster installation with improved, lighter two -wire cabling
Built-in rapid shutdown compliant ((SEC 2014 & 2017)
Productive and Reliable
Optimized for high powered 60-cell/120 half -cell and 72-
cell/144 half cell* modules
More than a million hours of testing
Class 11 double -insulated enclosure
Smart Grid Ready
Complies with advanced grid support, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Meets CA RUle 21 (UL 1741-SA)
*The IQ 7+ Micro is required to support 72-cell/144 half -cell modules.
n. ENPHASE.
.10
Enphase IQ 7 and IQ 7 r invert r
INPUT DATA (DC) IQ7-60-2-USI t U -7 -2-U
Module compatibility
60-celff120 half -cell PV modules 60-cell/120 half -cell and 72-
only cell/144 half -cell PV modules
Maximum input IBC voltage
48 V`, 6€1 V
Peak power tracking voltage
27V 37 V 27 V - 45 V
Operating range
16 V - 48 V 16 V - 60 V
Min/Max start voltage
2 V/ 48 V 22 V t 60 V
Max DC short circuit current (module Ise)
1 a A15 A
Overvoltage class DC part
11 11
DC port bckfeed current
0 A 0 A
PV array configuration
i x i ungrounded array; No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA (A)
IQ 7 Microinverter IQ 7+ Microinverter
,a� �zllti�Elt pt�P'�
26Ci VA 25 VA..
Maximum continuous output power
240 VA 290 VA
Nominal (L. L) volt eleftang 2
240 V / 20 V / 2 0 V ,F 208 V /
211-264 V 18 -229 V 211-264 V 1 -229 V
Maximum continuous output current
1,0 A (240 V) 1.15 A (208 V) 1,21 A (240 V) 1,39 A (208 V)
Nominal frequency
60 Hz 60 Hz
Extended frequency range
47 - 68 Hz 47 - 68 Hz
AC short circuit fault current over 3 cycles
5.8 .Arras 58 Arms;
Maximum units per 20 A (L-L) branch circ;uiV
16 (240 VAC) 13 (208 VAC.) 13 (240 VAC) 11 (208 VAC)
Overvoltage class AC part ':
III III
AC port backfeed current
18 my, 18 mA
Power factor setting
1.0 1 0
Power factor (adjustable)
0.85 leading ... 0,85 lagging 0,85 leading ... 0,85 lagging
EFFICIENCY
@240 V 208 V @240 V @208 V
Beak eIfficlene
97.6 % 9 � 97.5 % 9713 °
CEC weighted efficiency
9 0 t 97.0 ra 97.0 % 97.0 `fg
MECHANICAL DATA
Arrtbient temperature range
-4011C to 6511C
Relative humidity range
4% to 100% (condensing)
Connector type
MC4 (car Amphenol H4 UTX with additional Q-DCC-5 adapter)
Dimensions (HxWxD)
212 rr m x 175 mm x 30.2 runt (without bracket)
Weight
1,08 k9 (235Ibs)
Cooling
Natural Convection - No fans
Approved for wet locations =
Yes
Pollution degree
PD3
Enclosure
Class It double -insulated, corrosion resistant polymeric enclosure
Environmental category t UV exposure rating
NEAR Type 6 / outdoor
FEATURES
'66m, rnunicatio, n
P"'o' sur Line Cearnmunicaticarn (F"I_ )
Monitoring
Enlighten Manager and MyEnlighten monitoring options.
Both options require installation of an Enphase IQ Envoy.
Disconnecting means
The AC and DC connectors have been evaluated and approved by UL for use as the load -break
disconnect required by NEC 690,
Compliance
CA Rule 21 (UL 1'741-SA)
UL 62109-1. Ui.1741t1EEE15474, FCC Fart 15 Class B, ICES-0003 Class 8,
CANJCSA-C22.2 NO. 107.1-01
This product is UL Listed as PV Rapid Shut Doran Equipment and conforms with NEC 2014, NEC
2017, and NEC 2020 section 690,12 and C22..1-2015 Rule 64-213 Rapid Shutdown of PV Systems,
for AC and DC conductors, when installed according manufacturer's instructions.
1. No enforced DC/AC ratio. See the compatibility calculator at httc�s llen¢a e,comten-uslsupporti
2. Norninal voltage range can be extended beyond nominal if required by the utility,
3, Li;nits may vary. Refer to local requirements to define the number of microinverters per branch in your area,
To learn more about Enphase offerings, visit enphase.com
2020 Enp=rase Energy. All rights reserved. Enphase, the Enphase logo, Enphas€, IQ 7, Enphase IQ I r, Enphase IQ Bat*ery
Enphase Lniig' tan, Enphase lu Envoy, and rather trademarks or service na•r?es are the trademarks of E rpha .e Energy, Inc. Data subject to change 2020-08 12
TABLE OF CONTENTS
PAGE # DESCRIPTION
• SYSTEM SIZE: 918OW DC, 6480W AC
• MODULES: (27) HANWHA Q-CELLS: Q.PEAK DUO BLK-G6+
• ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) Amendments to 2018
IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND
SE
SOLAR MODULES—
SERVICE ENTRANCE RAIL
PV-1.0 COVER SHEET
340
INSTALLATION INSTRUCTIONS.
PV-2.0 SITE PLAN
• INVERTERS: (27) ENPHASE ENERGY: IQ7-60-2-US
• PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017.
e -
• RACKING: SNAPNRACK SERIES UR40; S-5! VERSABRACKET
MP
MAIN PANEL
PV-3.0 LAYOUT
VB-47
• ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
- -----
PV-4.0 ELECTRICAL
• MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN
—1
STANDOFFS &
PANEL WITH AMP MAIN BREAKER TO BE REPLACED WITH
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
F
SUB-PANEL FOOTINGS
PV-5.0 SIGNAGE
NEW 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER.
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35.
• MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
LC
PV LOAD CENTER CHIMNEY
• INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741,
SR
SUNRUN METER ATTIC VENT
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
FLUSH ATTIC VENT
• SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II
s
DEDICATED PV METER
MODULES, ARE CLASS A FIRE RATED.
PVC PIPE VENT
• RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
FNV
INVERTER(S) METAL PIPE VENT
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
T-VENT
AC
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
AC DISCONNECT(S)
SATELLITE DISH
• ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
DC
DC DISCONNECT(S) FIRE SETBACKS
• 10.52 AMPS MODULE SHORT CIRCUIT CURRENT.
• 16.43 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)j.
CB
IQ COMBINER BOX HARDSCAPE
F 7
INTERIOR EQUIPMENT — PL— PROPERTY LINE
L I
SHOWN AS DASHED
SCALE: NTS
A
AMPERE
sunrun
AC
ALTERNATING CURRENT
AFCI ARC FAULT CIRCUIT INTERRUPTER
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5208 TAMPA W BLVD. TAMPA, FL 33834
PHONE 0
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FAX 0
EXT
EXTERIOR
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INT
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CUSTOMERRESIDENCE:
MAG
MAGNETIC
HART OICK
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'
Stat P
MAIN SERVICE PANEL
38515 NAOMI AVE,
Florida, Professional E
gineTN)
NEW
ZEPHYRHILLS, FL, 33542
No 8493p _ License No. 84923
NTS
NOT TO SCALE
.
_- This item has been digitally
Q ed ON CENTER
TEL. (770) 231-9925
and sealed b ,lames
y
tth
KB PRE -FABRICATED
APN/TMK #: AF'N: 02-26-21-0050-00000-0070
PE on 10/04/21 using a
Signature.
DigitFVSF
POUNDS PER SQUARE FOOT
PROJECT NUMBER:
CN this
dIIIt4�` nPot rinteeodnside copies red signed
PV
nd se
PHOTOVOLTAIC
RAPID SHUTDOWN! DEVICE
802R-515HART
STRUCTURAL ONLY and the SHA authenti
ionof
6e
TRANSFORMERLESS
DESIGNER. (415) 580-6920 ex3
.f
ust be verified on electronicTotes.
Digitally Signed: 10/04/21
TYPICAL
V
NICHOLAS LIVELY
�,.
W
VOLTS
WATTS
SHEET
REV
NAME DATE COMMENTS
COVER SHEET
REV: C1 10/2/2021
PAGE V-1.0
SITE PLAN - SCALE = 3132" = V-0"
9
[CO
1=994
MR229222M
�\11
V4
No
9A
Digitally Signed: 10/04
must be verified on electronic copies.
mfflmm��
=IiiiiImimiiiiI
AY AR-04
sunfoun
ENGINEER ADDRESS
225 BUSH ST , SUITE 1 400
SAN FRANCISCO ' CA 94104
P 949-383-0993
kY AR-02 EC 13007964
5208 TAMPA W BLVD, TAMPA, FL 33634
PHONED
FAX 0
CUSTOMER RESIDENCE:
BARRY HARTSOCK
38515 NAOMI AVE,
ZEPHYRHILLS, FL, 33542
TEL(770) 231-9925
421&MIX-t 4PN
PROJECT NUMBER:
802R-515HART
DESIGNER: (415) 5U-6S,20 ex3
NICHOLAS LIVELY
W*',HEET
SITE PLAN
10/2/2021
�LREV� C1
PAGE
PV-2.0
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA
Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD: 3 PSF
Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 0 PSF
CORRUGATED METAL, WIND SPEED:
138 3
AR-01 TRAPEZOIDAL [VB47] - 1-Story 2X6 RAFTERS 9'- 2" 16" S-5! VERSABRACKET VB-47 5'- 4" 2'- 1" 5'- 4" 2'- 1" STACKED S.SMPH .LAG S-SEC GUST.
CREWS:
UR 5/16", 2.5" MIN EMBEDMENT
CORRUGATED METAL, STRUCTURAL NOTES:
AR-02 TRAPEZOIDAL [VB47] - 1-Story 2X6 RAFTERS 9'- 2" 16" S-51 VERSABRACKET VB-47 6- 4" 2'- 1" 5- 4" 2' - 1" STACKED INSTALLERS SHALL NOTIFY
UR ENGINEER OF ANY POTENTIAL
CORRUGATED METAL, STRUCTURAL ISSUES
AR-03 TRAPEZOIDAL [VB47] - 1-Story 2X6 RAFTERS 9'- 2" 16" S-5! VERSABRACKETVB-47 5'- 4" 2'- 1 6- 4" 2'- 1" STACKED OBSERVED PRIOR TO
UR PROCEEDING W/
CORRUGATED METAL, INSTALLATION.
IF ARRAY (EXCLUDING SKIRT)
AR-04 TRAPEZOIDAL [VB47] - 1-Story 2X6 RAFTERS 9'- 2" 16" S-51 VERSABRACKET VB-47 6- 4" 2'- 1" 6- 4" 2'- 1" STACKED IS WITHIN 12" BOUNDARY
I UR REGION OF ANY ROOF PLANE
DI - AR-01 - SCALE: 1/81' = 1'_0I','-6'-1 1" 10'-3" —k D2 - AR-02 - SCALE: 1/8" = V-0" EDGES (EXCEPT VALLEYS),
PITCH: 19' 6" 9" PITCH: 19' THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHAN(
AZIM:270' AZIM:90' �1-6-10" REDUCED WITHIN THE 12"
BOUNDARY REGION ONLY AS
V-8"
6" FOLLOWS:
ALLOWABLE ATTACHMENT
2'- 10"
SPACING INDICATED ON
5'-4" T'YP. — -----
PLANS TO BE REDUCED BY
0 50%
------------------------- - 1 V-6" ALLOWABLE OVERHANG
0__1___ __0 INDICATED ON PLANS TO BE
e- 8'-8"
V-3"
5'-4" TYP I 1/5TH OF ALLOWABLE
16- 11
ATTACHMENT SPACING
T
i 8'-3" 0_ _0
INDICATED ON PLANS
2'-7"
13'-4" Z'
30'- 11 9'-5"
ii
8'-8" 44-
ni'"u n
91, Sit;
17'- 1 ENGINEER ADDRESS.
225 BUSH ST, SUITE 1400
SAN FRANCISCO, CA 94104
P 949-383-0993
D3 AR-03 - SCALE: 3/16" = V-0" 10'-3" D4 AR-04 - SCALE: 3116" V-0" EC13007964
PITCH: 19' PITCH: 19'
AZIM:90' AZIM:180' 5208 TAMPA W BLVD, TAMPA, FL 33634
PHONE 0
6'-10" FAX 0
8'- 10"— 2'-4"
CUSTOMER RESIDENCE:
2'- 11
I 1A E W IV.//// BARRY HARTSOCK
NN
E <i James Matthew Walsh t15 NAOMI AVE,
T _�_ Florida, Professional En lin
------------- I,— --- ----
3'-3"
----------- - -- 7 TtPHYRHILLS, FL, 33542
VcI8492,5 License No. 84923
-------- - --
T This item has been digit, 0-MO) 231-9925
54' TYP ATE OF
4(/
and seated by James M qf'W8W'APN: 02-26-21-0050-00000-0070
A, PE on 10.
0-tu I ARbjECT NUMBER:
0 1,
.5ignature
9� co"pies of this do - 002A*1 5HART
T-b�-4 I YF' 5'_
/ONAL
--------- -- Printed
not considered signed a id sealed
-2" ally
mod: 10/04/21 and the SHA authentica (415) 580-6920 ex3
Odf!tqlbNER:
----------- -- must be verified on elec �onjc tes.
Co N C9 I OLAS LIVELY
3'1" SHEET
LAYOUT
6'- 10" 17'-2"
6-6" REV: C1 10/2/2021
SEE SITE PLAN FOR NORTH ARROW x 7 1f,
PAGE
PV-10
'=,j=&1VH6j
DUKE ENERGY 3586891
<--
UTILITY
GRID
NEW 100A
MAIN
(27) HANVVHAD-CELLS:
AC COMBINER BOX
�4)
O.PEAKDUO BLK-G0+34U
MODULES AND
NEW
WITH INTEGRATED
MICRO -INVERTER PAIRS
MAIN
3CX-IQ-AMI-240-3C
(27) ENPHASE ENERGY:
|Q7f602-US
FACILITY
PANEL
LOADS
JUNCTION BOX
R QU
(1) BRANCH OF (13)
MICRO -INVERTERS [A]
::1
|
(1)BRANCH DF(14)
MICRO -INVERTERS [B]
°"""°,
�8ABREAKERpq
(N)35A ��'^^^''
PVBREAKER
AT
2OABREAKER [B]
OPPOSITE END
DFBU8BAR
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(2) 12 AWG PER ENPHASE Q
CABLE BRANCH
NONE
(1) 8 AWG BARE COPPER
3
j 3/4" EMT OR EQUIV.
(2) 8 AWG THHN/THWN-2
(1) 10 AWG THHNITHWN-2
(1) 8 AWG THHN/THWN-2
\NU/
Janes Matthew Walsh, State of
``�w
Florida,m�emmnp Engineer,
'--- ^~
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License No. 84S23
MODULE CHARACTERISTICS
^
This item has been digitally signed
HA��A��ELLS�O�PEAKDUO
a����Jan��m�\��.
BUK-86+ 340:
340W
�
PE on 10/04/21 using aDigital
Signature.MAXPOWERVOLTAGE:
OPEN CIRCUIT VOLTAGE:
40.86V
' AL
p�n�dun�esoxm/auo�me�are
33�94V
�<�`
'//(UMo`
SHORT CIRCUIT CURRENT:
10.52A
L ONLY
not considered signed and sealed
no the syxauthentication coum
mmeverified omelectronic copies.
SIDES• i IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2019: 690.13(B), NEC
2017: 690.13(B)
r• NOT RELOCATE
OVERCURRENT DEVICE
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): CEC 2019:
705.12(13)(2)(3)(b), NEC 2017:
705.12(B)(2)(3)(b)
•
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c),
NEC 2017: 705.12(B)(2)(3)(c)
SOURCES:DIAL POWER SUPPLY
r
r PV SOLAR
SYSTEM
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): CEC 2019: 705.12(B)(3), NEC
2017: 705.12(B)(3)
0
LABEL LOCATION:
AC 1 i PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER OD2019: 69054, NEC 2017: 69054
LABEL LOCATION:
INSTALLED WITHIN T OF RAPID SHUT DOWN
SWITCH PER CODE(S): CEC 2019: 690.56(C)(3), NEC
2017: 690.56(C)(3), IFC 2012: 605.11.1, IFC 2018:
1204.5.3, CFC 2019: 1204.5.3
3
r r•
SWITCH TO i
-i i PALA# r1
r r
SHOCK`) IN THE
LABEL i
iEARV,• •- -i
r i i
R CONNECTED.
PER •Dr .•0
69
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.
James Matthew Walsh, State of
�r No 5 � t r
Florida, Professional Engineer,
License No. 84923
STATE OFand
This item has been digitally signed
sealed by James Matthew Walsh,
PE on 10/04/21 using a Digital
o�77/f
Signature.
Printedcopies of this document e
1 k
not considered
nside d signed and sealed
STRUCTURAL ONLY
and the SHA authentication code
must be verified on electronic copies.