HomeMy WebLinkAbout23-65750 OEM WN A�-w Issue Date: 07/12/2023
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.
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.
qq CONTRACTOR
GNATURE
PERMIT EXPIRES IN 6 MONTHS I
ism
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 07/13/2023 — — — — — — — ] Phone Contact for Permitting 1(727 294 __7218
4 A It I a 1 2 t: EH- - - L7
Owner's Name Gilbert and Anna Sampson Owner Phone Number 1760-214-8439
Owner's Address [39028 3rd Ave Zephyrhills FI 335421 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS F39028 3rd Ave Zephyrhills F1 33542 LOT #
SUBDIVISION LPLinecrest PARCEL ID#1 12-26-21-0010-00100-0080
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION 0 BLOCK FRAME STEEL
DESCRIPTION OF WORK Installation of PV Solar Panels on rooftop,
BUILDING SIZE SQ FOOTAGE 472.56 HEIGHT
AUVWE Auk W IE VVV IL VAL"Ex x It Auk AL x V IL'Vlt IE kit X-It WILIEW V W191L VVIL qux It VV x'xJCV11E1E V It-Wx xxk`x
=BUILDING E= VALUATION OF TOTAL CONSTRUCTION
®ELECTRICAL 1'28,446.00 AMP SERVICE ETL] PROGRESS ENERGY a W.R.E.C.
=PLUMBING 1$ J
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN L Y/N I
Address License #
ELECTRICIAN COMPANY lFree ,dom Forever
SIGNATURE REGISTERED N FEE CURREN
Address 2010 51 st Ave k)#1 11 Palmetto Fl, 34221 License #FEC13008056
PLUMBER COMPANY
SIGNATURE REGISTERED Ly N FEE CURREN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address F I License #
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Ey=
Address License #
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 w/ 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. (AJC upgrades over $7600)
.. 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 A/C 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 properly 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' poor 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 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.
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Subscribed and
as identification.
&kjl Notary Public
170 •
Name of NoWy Typed, printed or stamped
SIERRA C GPAY
-Lblic - State of FieriOa
C01rillission 9 HH 114456
My Corrm- Expires Apr 6, 2025
bonded through National Notary Assn,
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qWijZMnM,=rW4MMM•* , # - E-M
THIS INSTRUMENT PREPARED BY:
Name; Freedom Forever, LLC
Address: 2619 consuiateor, sie Boo
Orlando, FL 32819
Permit Number:
Parcel ID Numbeal—
T - 0 0 100 1 0
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
UET. �011
2.
installation of photovoltaic solar panels on rooftop.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CO TRACTED FOR THE IMPROVEMENT:
Nameandaddress: L11"
Interest in property: owner
Fee Simple Title Holder (if other than owner listed above) Names N/A
Address: N/A
4. CONTRACTOR: Name: Freedom Forever, LLC
Address: 2010 51 st Ave E Ste 111 Palmetto FI 34221
Phone Number: 727-294-7218
5. SURETY (If applicable, a copy of the payment bond is attached): Name, N/A
Address: N/A Amount of Bond: NIA
6, LENDER: Name: N/A Phone Number:
Address:
WWI
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name N/A Phone Number: N/A
Address: N/A
8. In addition, Owner designates _NIA of
NIA
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: N/A
9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified)
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
" SITE BEFORE THE FIRST INSPECTION- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,
X
pvo,-,r '�>asco
State of w L a County of
d Provi Signatory's Name an Pgnato'a Tide
(Print � i-
ZA-
2/1
ZOby &
The �teqoinq Instrument was ajcngwledge�WSe me by means of E,-14hysical presence or online notarization, this day of W X"
(name of person acknowledging), who' Is]per fly known to me; of
has produced _!)L S51tk 053'��' D as identification.
i C.ftfr WAI WrR Signature of Notary Public
"
votary Publit - State of Florida
Commission 4 0 242906
fv, my Comm, Expires Mar 21, 2026
acr.OM through National Notary Assn.
12— 1 11110"l— I
July 3, 2023
Dear Whom It May Concern,
Project Name: ANNA SAMPSON, 39028 3RD AVENUE, ZEPHYRHILLS, FL 33542
Installation of a 8,74 kW (DC) Rooftop PV Solar System
Per Florida Statute 377-705 (revised 7/01/2017), 1, Joungho Choi, P.E., a licensed engineer pursuant to Chapter
471, certify that the PV electrical system and electrical components are designed and approved using the code
requirements and standards contained in the Florida Building Code.
If you have any questions regarding this project, please feel free to contact me.
Sincerely,
Joungho Choi, P.E.
jounghoc@baruncorp,com
xyAGHO c
No. 94860
S TE
I'D
ONM-
>
C",
July 3, 2023
RE:
Project Address:
Design Criteria:
CERTIFICATION LETTER
ANNA SAMPSON
39028 3RD AVENUE
ZEPHYRHILLS, FL 33542
Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS
Risk Category = 11
Wind Speed = 145 mph, Exposure Category C, Partially/Fully Enclosed Method
Ground Snow Load = 0 psf
Roof 1: 2 x 6 @ 24" OC, Roof DL = 8 psf, Roof LL/$L = 20 psf (Non-PV), Roof LL/SL = 0 psf (PV)
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof, The structural
review applies to the sections of roof that is directly supporting the Solar PV System.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's
specifications and to meet and/or exceed the requirements set forth by the referenced codes,
Sincerely,
ROOF MOUNT PHOTOVOLTAIC SYSTEM
CODES:
CONSTRUCTION NOTES:
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2020 7TH EDITION FLORIDA BUILDING CODE
CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND
2020 7TH EDITION FLORIDA RESIDENTIAL CODE
ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS.
Iltlf r„
2020 7TH EDITION FLORIDA MECHANICAL CODE
ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT
, ,pGH.O
2020 7TH EDITION FLORIDA PLUMBING CODE
POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE
.'�� EN
2020 7TH EDITION FLORIDA FUEL GAS CODE
MOUNTED,
J
2020 7TH EDITION FLORIDA ENERGY CONSERVATION CODE
No. 9 860
2020 7TH EDITION FLORIDA EXISTING BUILDING CODE
MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN
-`
2020 7TH EDITION FLORIDA ACCESSIBILITY CODE
ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER
_
2020 7TH EDITION FLORIDA FIRE PREVENTION CODE
SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
ty °; S TE OF t
'.
2017 NATIONAL ELECTRICAL CODE
DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY
:,�� FL P
AS ADOPTED BY CITY OF ZEPHYRHILLS
EXCAVATION TAKING PLACE
OR to rC'w
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM
DC DISCONNECT/INVERTER AS PER 2017 NEC SEC 250.166(A).
SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF ART. 690 OF THE 2017 NEC
VICINITY
THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER
- - — - -
UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM
CLIENT:
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 33542
r.
ATTACHED TO THE ROOF USING CONDUIT MOUNT.
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
-.. a
METER: 4367328
PHONE_ (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
i
FINANCE. SUNRUN
Fr ,
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 = 8.740 kVV
SYSTEM SIZE (AC). 6.670 kW @ 240V
MODULES: 23 X JINKO SOLAR:
IKM38OM-6RL3-B
hAICROINVERTERS:23XENPHASE
s
„
3QSPLUS-72-2-US
.
-= -- --
"j
REVISIONS
Na REVISED BY DATE
-
r
SITE LOCATION
TABLE OF CONTENTS:
PV-1
SITE LOCATION
PV-2
SITE PLAN
PV-2A
ROOF PLAN WITH MODULES LAYOUT
PV-2B
ROOF AND STRUCTURAL TABLES
PV-3
MOUNTING DETAILS
PV4
THREE LINE DIAGRAM
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
PV-5
CONDUCTOR CALCULATIONS
PV-6
EQUIPMENT & SERVICE LIST
Tel: (800) 385-1075
GREG ALBRIGHT
1
PV-7
LABELS
PV-7A
SITE PLACARD
PV-$
MICROINVERTER CHART;'
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE LOCATION
PV-9
SAFETY PLAN
PV-10
SAFETY PLAN
APPENDIX
MANUFACTURER SPECIFICATION SHEETS
JOB NC_3: DATE: DESIGNEE, BY. SHEET.
351182 7.3'2023 T L PV_I
LEGEND:
CHIMNEY
PIPE VENT
MODULES
-
CONDUIT
SETBACK
[AC]
AC DISCONNECT
ru-ml
UTILITY METER
JB
JUNCTION BOX
MSP
MAIN SERVICE
PANEL
SITE PLAN
SCALE: 3/32" = V-0"
is"0,1
t
........,
�. EN� .
iATE
48104
.q ° OF
���trlltlrtrl4��`���
ROOF AREA: 2161.81 SQ FT I
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 335�
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER: 4367328
PHONE: (760) 214-8439
EMAIL: AMSAPAPSONC�,,),TAMPASAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 = 8.740 kW
SYSTEM SIZE (AC): 6.670 kW @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
IQ8PLUS-72-2-US
I REVISIONS I
NO. REVISED BY DATE
r
FREEDOM FOREVER LLC�
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
TO: (800) 385-1075
GREG ALBRIGHT
jr
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLAN
.JOB NO: DATE I DESIGNED BY. SHEET:
351182 1 73.2023 T1„ PV-2
LEGEND:
CHIMNEY
PIPE VENT
url
MODULES
CONDUIT
SETBACK
HAC
DISCONNECT
UM
UTILITY METER
JUNCTION BOX
MSP
MAIN SERVICE
PANEL
4
ROOF PLAN --ul
TOTAL ROOF AREA: 2161.81 SQ FT
TOTAL ARRAY AREA: 472.56 SO FT
ARRAY COVERAGE: 21.86%
SYSTEM DISTRIBUTED WEIGHT: 2.31 LBS
ROCKIT SMART SLIDE POINT -LOAD: 29.47 LBS
r-v--,w--viasnmnrvr,;a
NOTES:
1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS
2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES
3. JUNCTION BOX IS MOUNTED TO THE RAIL.
AN NGO
0.96636
ST OF
NAII-
ROOF AREA: 2161.81 SO FT
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 3354,
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL}
METER: 4367328
PHONE: (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 - 8,740 kW
SYSTEM SIZE (AC)! 6.670 kW @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-6
MICROINVERTERS: 23 X ENPHASE
108PLUS-72-2-US
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
�DREG ALBRIGHT
ik
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
ROOF PLAN WITH MODULES LAYOUT
JOB NO: DATE: I DESIGNED BY: SHEET:
351182 1 713/2023 T.L. I PV-2A
TABLE I - ARRAY INSTALLATION
ROOF
PITCH
ROOFING TYPE
ATTACHMENT TYPE
FRAMING TYPE1
MAX UNBRACED
LENGTH(FT.)l
RAFTER/TRUSS
SISTERING
PENETRATION
PATTERN2
MAX
ATTACHMENT
SPACING
(K)2
RAIL
MAX OVERHANG(l
N.)3
ROOF 1
14
COMP SHINGLE
ECOFASTEN ROCKIT SMART
SLIDE
2X6 RAFTER @ 24"OC
6.66'
NOT RE(XD
STAGGERED
72" OC
24"
1. CONTRACTOR TO VERIFY FRAMING TYPE AND MAX UNBRACED LENGTH PRIOR TO INSTALLATION. IF THE ABOVE INFORMATION DOES NOT MATCH FIELD CONDITIONS, NOTIFY ENGINEER OF RECORD IMMEDIATELY,
2. WHERE COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHMENT POINTS.
3. WHERE APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS,
WITH 2" MIN. E11SEDMENT
AND FLAT 'WASHER
-T-77— ARMY -SECTION IT'IEW
17#1 AM P
1111,111!
11 Scale: NTS
nnC'IT MOUND
v
- JINKO SOLAR
JKM380M-6RI
M11111111111111
REW
3EDMENT
P,
A TT 17ACHMENT DETAIL
mmElmmom
i
ICE Jo In
STACKED DETAIL
I —
MWEI
MWEINIAHNIN
STAGGERED DETAIL
Illustration purposes only
VOOD SCREW
WITH 2" MIN, EMBEDMENT
AND FLAT WASHER
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 335,
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER: 4367328
PHONE: (760) 214-8439
EMAIL: AfASAMPSONQTAMPABAY,RR,COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 = 8.740 kW
SYSTEM SIZE (AC): 6,670 kW g 240V
MODULES: 23 X JINKO SOLAR:
JKM380M.6RL3-B
MICROINVERTERS: 23 X ENPHASE
108PLUS-72-2-US
NO. I REVISED BY DATE
I freedo,m
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
TOE (800) 385-1075
GREG ALBRfGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
MOUNTING DETAILS
JOB NO: DATE: I DESIGNED BY: SHEET: V_'
351182 1 7/3/2023 T.L. PV-3
BACKFEED BREAKER SIZING
MAX. CONTINUOUS OUTPUT 27.83A @ 240V
27.83 1 X 1 1.25 1 = 134.79AMPS 135A BREAKER - OK
SEE 705.12 OF 2017 NEC
200
X
1.20
=
240
240
-
200
1 =
40A ALLOWABLE BACKFEED
BRANCH CABLES INTEGRAL TO
INVERTERS 1 18 AWG. BARE
COPPER GROUND
ENPHASE I08PLUS-12-2-US ---
MICROWVERTERS ,
STRING-1
3 JINKO SOLAR: JKM'SOM-6RL3-B
ENPHASEE I08PLUS-72-2-US
MICROINVERTERS
STRING-2
JINKO SOLAR: JKk6380C1 cGRL3-B
_.. _.. BOX
NEMA 3R
BRANCH CABLES INTEGRAL TO INVERTERS
1 #6 A'WG. BARE COPPER GROUND
4 A10AWG, THWN-2
i - -10 EGC, THAN-2
IN 3/4" EMT CONDUIT
(N)ENPHASE
COMBINER BOX
(N) 20A / 2P
N} 2011/ 2P
(N) I5A ! 2P
`td 10 GATEWAY
IE)200A RATED
MAIN SERVICE PANEL
IPH, 1201240V 60HZ
(E) 200A / 2P MAIN —
BREAKER
(TOP FED)
TO OTHER LORDS
�j1(tlt4{f 1t771j77
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No. 94860
iiTE OF s
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ray
7 l71110 f fill 1000
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 33542
AHJ: CITY OF ZEPHYRHILLS
(E) UTILITY UTILITY: DUKE ENERGY (FL)
METER METER 4367328
PHONE: (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (€?C}: 23 X 380 = 8.740 kYV
SYSTEM SIZE (AC). 6,670 kV1 @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6R1_3-B
MICR.OINVERTERS: 23 X ENPHASE
IQ8PLUS-72-2-US
(N) 60A RATED
AC DISCONNECT
s
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NEMA 3R, UL LISTED
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REVISIONS
NO.
REVISED 8Y
- G AWG THWN-2 2 y�. L� AWG. THWN-2
- - ._ _. _ _
ITE1
EGC.TTT1VN-2 I ,:.6 EGG, THOU-2IN
3l4" OR LARGER EMT IN 314'OR LARGER EMT
CONDUIT CONDUIT
NOTE:
CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED
ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT
TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS
r
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
A,
oNTRACTOR LICENSE.
CERTIFIED ELECTRICAL CONTRACTOR
EC13008656
THREE LINE DIAGRAM
JOB NO: I DATE: DESIGNED BY. SHEET.
351182 7 32023 T)_ PV-4
20A BREAKER
20A BREAKER
35A BREAKER
CITY.
PART
PART #
DESCRIPTION
23
MODULES
PV-118-380
JINKO SOLAR: JKM380M-6RL3-B
1
FITTINGS/ANCHORS
RAC-260-049
60OVDC NEMA 3R UL LISTED JUNCTION BOX
4
ELECTRICAL ACCESSORIES
EA-350-326
STAUBLI / MULTI -CONTACT MC4 CONNECTORS (FEMALE)
4
EQUIPMENT ACCESSORIES
EA-350-327
STAUBLI t MULTI -CONTACT MC4 CONNECTORS (MALE]
23
INVERTERS
INV-120-01.5
ENPHASE I08PLUS-72-2-US
1
MONITORING EQUIPMENT
ME-180-100-3C
"ENPHASE AC COMBINER W/ ENVOY PCB, 80W
27
ELECTRICAL ACCESSORIES
EA-160-106
"ENPHASE, Q CABLE PORTRAIT FOR 60/72 CELL"
27
ELECTRICAL ACCESSORIES
EA-160-105
"ENPHASE, Q CABLE LANDSCAPE 60 CELL"
1
MONITORING EQUIPMENT
ME-180-200
ENPHASE COMBINER BOX NEMA 3R RATED
1
WIRE
WR-310-300
"ENPHASE, RAW TRUCK CABLE (300 FT, ROLL)"
184
ELECTRICAL ACCESSORIES
EA-160-110
ENPHASE TIE WRAPS / CABLE CLIPS
6
ELECTRICAL ACCESSORIES
EA-160-107
ENPHASE SEALING CAPS FOR Q CABLE
3
ELECTRICAL ACCESSORIES
EA-160-109
ENPHASE TERMINATOR
1
DISCONNECTS
EE-321-060
60A RATED 240VAC NEMA 3R UL LISTED
37
FITTINGS/ANCHORS
RAC-265-034
ROCKIT SMART SLIDE
17
FOOTINGS
RAC-241-253-NS
ROCKIT TRIM COMP DARK
43
FITTINGS/ANCHORS
RAC-261-603-NS
ROCKIT SLIDER COMP DARK
13
ENDS/MIDS
RAC-221-100-NS
N/S BONDING CLAMP
5
FOOTINGS
RAC-241-404-NS
TRIM BONDING CLAMP
25
FOOTINGS
RAC-241-405-NS
MLPE MOUNT ASSY
14
FITTINGS/ANCHORS
RAC-261-604-NS
ROCKIT SPLICE
3
RAILS
RAC-211-101-NS
ATTACHED SPLICE 8 INCH
19
FITTINGS/ANCHORS
RAC-261-606-NS
TRIMRAIL UN1V CLIP W/ HDW
6
FITTINGS/ANCHORS
RAC-261-605-NS
TRIM SPLICE DRK
10
RAILS
RAC-211-116-NS
TRIMRAIL UNIV DRK
23
FITTINGS/ANCHORS
RAC-260-587
ILSCO GROUND LUG
23
ENDS/MIDS
RAC-221-200-NS
ROCKIT TRIM END CAPS
74
SCREW
RAC-265-035
ROCKIT SCREW #12X3
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No. 94860
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CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHtLLS, FL 335Z
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER:4367328
PHONE: (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 = 8,740 kW
SYSTEM SIZE (AC): 6.670 W1 @ 240V
MODULES: 23 X JiNKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
IQ8PLUS-72-2-US
I I REVISIONS I I
NO. I REVISED BY I DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO.
FL 32819
Tel: (800)385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE.
CERTIFIED ELECTRICAL CONTRACTOR
EC13608056
t EQUIPMENT & SERVICE LIST I
JOB NO. DATE: I DESIGNED BY. I SHEET.
351182 1 7, F.L. PV-6
:iMi
r vo. I �t�K�ll�ltG11
690.56(C)(1)(A)
9
I AN12114
690.56(C)(3)
690.54
690,15, 690.54
I
L
10111: Is
1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324
MARKINGS SHOWN HEREON,
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR
MACHINE PRINTED LETTERS OR ELECTRO-PLATING,
B. RED BACKGROUND COLOR WHITE TEXT AND LINE
WORK.
C. ARIAL FONT.
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN
THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE
HAND-WRITTEN,
4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT
WITH POP -RIVETS OR SCREWS
690.53
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No. 94860
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CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 335Z
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER: 4367328
PHONE: (760) 214-8439
EMAIL: AMSAP PSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE {DC}: 23 X 380 = 8.740 WJ
SYSTEM SIZE (AC}. 6.670 W @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
IQ8PLUS-72-2-US
REVISIONS
ASED BY
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 801). ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
r
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
LABELS
JOB NO DATE: DESIGNED BY. SHEET.
351182 3 2023 T1.. PV-7
Dying T i/
x0
') M r"% A%/ f— K I I I I-
L.J F" V IVIkiL./VL_C_ID
1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON.
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO- PLAT[ NG.
B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK.
C. AERIAL FONT.
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN,
4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS.
�1E4t4tttitlf(���
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No.94860
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OR
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CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 335�
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER: 4367328
PHONE: (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM.
SYSTEM SIZE (DC): 23 X 380 = 8.740 kW
SYSTEM SIZE (AC). 6.670 WJ @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
IQSPLUS-72-2-US
I REVISIONS
NO. REVISED BY DATE
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
r GREG ALBRIGHT
I � I
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
I SITE PLACARD I
JOB Nt3: j DATE: I DESIGNED BY. I SHEET
351182 II 7 3 2023 T,F, II PV-7A
1-1 1- 1- - 1- 1-
1
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 33542
—
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER:4367328
JB
PHONE: (760) 214-8439
EMAIL: AMSAMPSON@TAMPABAY.RR.COM
FINANCE:SUNRUN
SYSTEM:
.,,
SYSTEM SIZE (DC): 23 X 380 = 8.740 kW
SYSTEM SIZE (AC): 6.670 kW @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
IO8PLUS-72-2-US
f
� f [
E
REVISIONS___
1I
I I
p
NO. REVISED BY DATE
_
-
---
freed
„, ;...
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
1
it
F 1 f
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
MICROINVERTER CHART
JOB NO:
DATE:
DESIGNED BY:
SHEET:
351182
7/3/2023
T.L.
PV-8
INSTRUCTIONS:
1- USE SYMBOLS IN KEY TO MARK UP THIS SHEET.
2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE
PRE -PLAN
3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON
THE JHA SHEET
INJURIES - CALL INJURY HOTLINE
(855) 400-7233
*If injury is life threatening, call 911 first THEN the Injury Hotline
NON -INJURIES - USE MOBILE INCIDENT REPORTING
(Auto, Property Damage, Near Miss)
ADDRESS:
NEAREST HOSPITAL:
NAME:
ADDRESS:
SAFETY COACH CONTACT INFORMATION:
NAME:
ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND
SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE
PLAN FOR WORKING SAFELY,
I I ww_ M XA1 " 0 1 1 liig�
Lfifthraimalm
win, 11111 5111 11 1 ii i
PERMANENT ANCHOR
TEMPORARY ANCHOR
I -IL] INSTALLER LADDER
a JUNCTION / COMBINER BOX
Fs-1 STUB -OUT
SKYLIGHT
v\J
NO LADDER ACCESS (STEEP
GRADE OR GROUND LEVEL
OBSTRUCTIONS)
1-1 RESTRICTED ACCESS
3 �0�
GAs GAS SHUT OFF
H2oWATER SHUT OFF
SERVICE DROP
POWER LINES
NAME SIGNATURE I NAME 10800HRS I 0900HRS I 1000HRS 1 1 100HRS 11200HRS 11300HRS 11400HRS 11500HRS 11600HRS
CLIENT:
ANNA SAMPSON
39028 3RD AVENUE, ZEPHYRHILLS, FL 33542
AHJ CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
METER: 4367328
PHONE: (760) 214-8439
EMAIL AMSAMPSON@TAMPABAY.RR.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 23 X 380 = 8.740 kW
SYSTEM SIZE (AC): 6.670 kW @ 240V
MODULES: 23 X JINKO SOLAR:
JKM380M-6RL3-B
MICROINVERTERS: 23 X ENPHASE
108PLUS-72-2-US
iREVISIONS
NO.. REVISEDSY 1DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
Pt
4J['J "V'!
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
DATE: TIME:
SAFETY PLAN
JOB NO: DATE DESIGNED BY SHEET:
351182 1 7/3/2023 T,LPV_9
Ladder Access _1
0 Ladders must be inspected before each use.
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure. Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position; A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
Mobile Equipment
• Only Qualified operators will operate equipment; operators must
maintain a certification on their person for the equipment being
• Type(s) of mobile equipment (Type/Make/Model):
Material Handling and Storage
Materials will be staged/stored in a way that does not present a
hazard to client, personnel or public. Materials stored on the
roof will be physically protect from failing or sliding off.
Fall Protection
0 Asite-specific p|anhorfe#preventionandproteoUnniomquired
prior tmstarting work and must remain nnohaatall times until
work iscomplete; afall rescue plan must booutlined and
discussed among the crew prior 10work start.
° First-pernon'Up(FpU)must install their anchor and connect
before any other task, including installing other anchors. The
Loot-peoon-Down(LPD)muatbotheunlypersononamof
uninstalling fo|| protection.
0 FPCP (name and title):
4 FPU and LPD (name and title):
Electrical Safety
° The Electrical Qualified Person (EUp)isrequired onabeto
perform electrical work.
= All electrical work will beperformed with equipment inun
electrically safe condition (de+enerUizod)unless approval has
been granted prior tnwork.
° Service drops and overhead electrical hazards will beindentified
and protected from contact, as neccessary.
EQP (name and tile):
Public Protection
° The safety ofthe Client and Public must bemaintained etall
times.
° The Client and the Public shall boprevented from entering the
work zone through the use ofbarriers and/or signugo.ao
required.
• Company, Client and Public property shall beprotected from
failing objects.
• Pets (including dogs) shall hesecured bytheir owners prior to
work start.
° The Client should not leave pets, family members, orothers in
charge orcare ofEmployees, Contractors, orTemporary
Workers.
Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture
Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE A
Employees shall have access to potable drinking water that is (ad�,
Yes, No): 71—
Training and Pre -Job Safety Briefing
° All employees onsbeshall bemade aware ofthe specific hazards
ofthis project and review this MJAduring apre-job briefing, and
their signature indicates awareness ofniteconditionaundthe
plan toeliminate any hazards identified prior toand during the
project.
Crew leader (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Airborne Contaminants:
(move, drill, cut fracture, etc.)
• Asbestos -containing thermal insulation (ACI) and
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawlspace access is allowed if work to be performed
could cause exposure to personnel, client or public.
0 Ifyes, list specific tasks and protection inplace:
Weather and Environment
• The site supervisor shall forecast the weather conditions at the
job site, prior to crew arrival, in order to mitigate any hazards
associated with inclement weather (heat, cold, wind, rain, etc.)
• The site supervisor will utilized a portable wind meter
(anemometer) to verify actual onsite wind conditions, by checking
at the ground and on any elevated work surface (ex, rooftop)
prior to work start, at midday and prior to solar panel staging on a
• Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
Forecasted weather maximum temp (degrees f):
close as practicable to the areas where employees are working.
Water shall be supplied in sufficient quantity at the beginning of
the work shift to provide at least one quart per employee per
hour for drinking for the entire shift. Employees may begin the
shift with smaller quantities of water if they identify the location
and have effective means for replenishment during the shift to
allow employees to drink on quart or more per hour. The
frequent drinking of water shall be encouraged.
• Shade shall be present when temperature exceeds 80 degrees
Fahrenheit. When the outdoor temperature in the work exceeds
80 degrees Fahrenheit, employees shall have and maintain one
or more areas with shade at all times.
• New employees must be acclimatized. New employees will be
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary.
Employees will be allowed and encouraged to implement
scheduled breaks during each shift. Employees must take
cool -down breaks in the shade any time they feel the need to do
so to protect them from overheating. Supervisors are
REQUIRED to allow employees any break period they need
during high heat conditions.
• Cool Vests are encouraged for all employees at all times during
periods of high heat.
• Identify the location of the closet Occupationalfl ndustrial Clinic
or Hospital in case a crew member becomes ill.
water (location/address):
What is the specific plan toprovide and replenish sufficient water for
all employees on site?
• If offsite replenish is necessary, where will you go to replenish
• Who will replenish the drinking water (name):
Restroom facilities
° Employees shall have access 0oreomomfacilities with
hand -washing stations. Use ofonm#emntroomisatthe client's
discretion (location is annotated below). If client dm*o not give
permission, location of suitable ruatmom facilities with
hand -washing stations offsite will beprovided. The onoha
supervisor will identify location and make arrangements to
ensure all employees have access at any point.
• If Offsite, add location name and address:
Incident Reporting Procedure
Contact your Site Supervisor
Contact your Manager
E—Phone:
Contact your Site Supervisor
as many as necessary by using additional sheets) —
Define the Hazard:
Method/steps to
prevent incident:
Define the Hazard:
Method/steps to
prevent incident:
Define the Hazard:
Method/steps to
prevent incident:
Define the Hazard:
Method/steps to
prevent incident:
of what happen and when,
s + a
L FEATURES
TR Technology
9BB Half Cell Technology
Shade Tolerant
Thick and Tough
Leading Warranty
e- r
e
"F Length: +/- 2mm
Width: +I 2mm
Height: +I- 1mm
Row Pitch: +/- 2mm
ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE
Temperature Dependence
of Esc, Voc, Pmax
Current -Voltage & Power -Voltage ,zc
Curves(40OW( t -
b
i
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Voitage (V)
Celt Temperature ('Cl
sumt t'' •
MECHANICAL . Y # 1.
No. of Celts
132 (2x661
C m 'siors
1855x1029x35mm, f73: 3 43 51Y,'1.3' n+
We!ght
215kci4740ib's)
Pra 't Claw
3.2m, Ant-Reftectiod CLafina
High T, ansm ssicn, _ow iron, 1'emcerea stass
r=Fame
Anodized Atcmieum Alloy
inn; tro^ Box
IPL7 Rated ,
Oc'put Cables
12 AWG 2'e3m— 180 83 or Cus,om"zed Length
Cann ector
Staubli MC4,
r-re Ty;,e
Type '.
Pressure Ruing
5400Pa iSnow) & 24001' a Ned)
-e ,eratore F" cie,,, Prrax-0.3aIPC
;.Ym„aratu- e Co(, "ic,er;;,<cfVec.:-O!8%/'C
Temperature Ccoflicien; of Isc C
N.ornina: Operat.ng Ceit le peTatu e [NOCT' 2'C
Op no
Maximum System Voltage 1000VIDC
,Vax .,^r ce e . -use Rat ng 20A
2 al'tets I s- a,h.. 30 ,c /pal:.et5,:aflp.cs,stacx, 720pcs/ 40'HQ Ct n.aincr
IS09001 K08 t.uahy-, a dares
S01kM 2C04 i v amc S_sno 'ds C BL us
E 61215, Lr 5 73 C cer ed ,rodl 4 LISTED
C 6 /K Cert .,n
SC4u0012C 8 Occupations[ Teaith & Safety Standards ��
Medule Type
JKM380ttt-6RL3-B
JKN38.,rr-bRL3-B
JKM390M 52_3-B
JKlA39,M-6R1
3-D
.1KM/•,00V 6RL3-3
STC NOT
STC NOCT
STC
NOCT
STC
NOCT
STC
NOCT
'/a,;M,I-'oweriP. <,X,
38C'4ip 283VVp
385Wp 286LVp
39eWe
290Wp
s95Nl2
294Wp
o"W,/p
298Wp
Maa:mur Power Vgfta,e iVmpl
300V 33 70V
37 u2V 33 90V
4 ' 15V
34 02V
37 27V
34,13V
3739V
3425V
K/Iax,rrl, Power Cu e-t jimp)
iO 30A 8.39A
a =_LA. 8 ,, A
10 SOA
8.53A
ic 63A
8 6`A
1u 70A
8 64A
Open circ •,t 'Voltage NOCi
44%2V 41, 74V-
44,34V 411.85V
44 47V
41.9 V
44,59V
42,09V
L 4 7'V
: 42 2' ;V
Sftort-circuit Currentiisc
1"_12A 8.98A
'1.22A 9.O6A.
1+.32A
9.14A
11.62A
922A
"5.52A
9.3DA
Module :Frrficenct.STC t'/.J .
199i%
20.1..r s..
20.43%
20,69%
70 96%<,
*STC: e Irradiance 1000W/ml
F-/ Cell Temperature
25°C
AM = 1.5
NQCT, s, Irradiance 800W/r^`
a Amb;ent Temperature 20°C
AM = 1.5
-,Wind
Speed
',m/s
*Power measurement tolerance; +/- 3%
BUILDING YOUR TRUST IN SOLAR. WWW,J1NK0S0LAR,US efinKo
HASE
Our newest 108 Microinverters are the industry's first microgrid-forming, software defined
microinverters with split -phase power conversion capability to convert DC power to AC
power efficiently. The brain of the semiconductor -based microinverter is our proprietary
application specific integrated circuit (ASIC) which enables the microinverter to operate in
grid -tied or off -grid modes. This chip is built in advanced 55nm technology with high speed
digital logic and has superfast response times to changing loads and grid events, alleviating
constraints on battery sizing for home energy systems.
Part of the Enphase Energy System, 108
Series Microinverters integrate with the
10 Battery, 10 Gateway, and the Enphase
App monitoring and analysis software.
Connect PV modules quickly and easily
to 108 Series Microinverters using the
included Q-DCC-2 adapter cable with
plug-n-play MC4 connectors.
"Only when installed with IQ System Controller 2, meets UL 1741
**108 and 108PIos support split -phase. 240V installations only.
ll Series Microinverters redefine
reliability standards with more than one
million cumulative hours of power -on
testing, enabling an industry -leading
limited warranty of up to 25 years.
IQ8 Series Microinverters are UL listed
as PV Rapid Shutdown Equipment and
conform with various regulations, when
installed according to manufacturer's
instructions.
Oc 2022 El Energy, All rights reserved. Enphase, the Emptiness, logo, Q8 isitcroinverters,
and other names are trademarks of Emphasis Energy, Inc. Data subject to change,
d.1I
and IQ8+ Microinverters
Oil
Commonly used module pairingst
Vill
i;lll�li;!
235-350 235-440
Module compatibility
60-cell
/ 120 half -cell 54-cell 108 half -cell, I / 120 half -cell, 66-cell 132 half -
12
cell and 72-cell / 144 half -cell
MPPT voltage range
V
27-37 27-45
Operating range
V
16-48 16-58
Min. / Max. start voltage
V
22/48 22/58
Max. input DO voltage
v
50 60
Max. continuous input DC current
A
10 12
Max. input DC short-circuit current
A
25
Max. module Ise
A
20
Overvoltage class DC port
it
DC port backleed current
mA
0
PV array configuration
li 1111 1 ill,! imail, ill 111!! 11 11
1 x I Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit
a !!III! ill,
Peak output power
VA
245 300
Max. continuous output power
VA
240 290
Nominal (L-0 voltage / range'
V
240 / 211- 264
Max. continuous output current
A
1.0 1.21
Nominal frequency
hz
60
Easy to install
Extended frequency range
hz
47-68
Lightweight and compact with pli
play connectors
AC short circuit fault current over
2
3 cycles
Arms
• Power Line Communication (PLC)
between components
Max. units per 20 A (L-L) branch circuit'
16 13
Faster installation with simple two -wire
Total harmonic distortion
5%
cabling
Overvoltage class AC port
Ill
AC port backfeed current
ri
30
High productivity and reliability
Power factor setting
to
Produce power even when the grid is
down`
Grid -tied power factor (adjustable)
0.85 leading - 0.85 tagging
More than one million cumulative hours
Peak efficiency
%
97.7
of testing
CEC weighted efficiency
%
97
Class If double -insulated enclosure
Night-time power consumption
yl
60
Optimized for the latest high-powered
Cc=
PV modules
Ambient temperature range
-40'C to +60°C (-40°F to +140'F)
Microgrid-forming
Relative humidity range
4% to 100% (condensing)
Complies with the latest advanced grid
DC Connector type
MC4
support""
Dimensions I x W x D)
212 mm (8.31 x 175 mm I x 30.2 mm (1.2")
Remote automatic updates for the
latest grid requirements
W eight
1-08 kg (2.38 lbs)
Configurable to support a wide range
Cooling
Natural convection - no fans
of grid profiles
Approved for wet locations
Yes
Meets CA Rule 21 (UL 1741-SA) and IEEE
Pollution degree
I
1547:2018 (UL 1741-SB 3r' Ed.)
Enclosure
Class 11 double -insulated, corrosion resistant polymeric enclosure
Note:
Environ. category UV exposure rating
NEMA Type 6 / outdoor
108 Microinverters cannot be mixed together with
11i Bill
=
I
MEMO=
previous generations of Enphase microinverters (107
Series, JOS Series. etc) in the same system.
CA Rule 21 (UL
1741-SA), UL 62109-1, IEEE 1547:2018 (UL 1741-SB 3" Ed.), FCC Part 15 Class I ICES-0003 Class B, CAN / CSA-C22.2 NO. 107.1-01
Certifications This product
is UL Listed as Fly Rapid Shutdown Equipment and conforms with NEC 2014. NEC 2017, and NEC 2020 section 690.12 and C22,1-2018
Rule 64-218
Rapid Shutdown of Fly Systems, for AC and DC conductors, when installed according to manufacturer's instructions.
M rrairrg Pvcraouies "th wattage above the limit may,axclt in ackht—.1.1cip,mg losses. See the corribactl
ca-li at rnp,wi e,phase,co,/,ocule-compatib,liTy.
(2iNomral yorrageracge can beextendes neyord non,1 ea by in, utfl:Ty, (3) L rot, may very,
cahsr w 11 reau--te to retire th-c—be, si, meor-snco, par
JOBSP-12A-D$-0057-03-EN-US-2022-12-27
branch n your area,
108SP-12A-DS-0067-03-EN-US-2022-12-27
Eaton DG222URB
Eaton General duty non -fusible safety switch, single -throw, 60 A, NEMA 3R,
Rainproof, Painted galvanized steel, Two -pole, Two -wire, 240 V
Product Name Catalog Number
Eaton general duty non -fusible safety DG222URB
switch
UPC
782113144238
Product Length/Depth Product Height
7.38 in 14.38 in
FMiTs N Product Width Product Weight
Powertrig Business WorOwds 8.69 in 9 lb
Warranty Certifications
Eaton Selling Policy 25-000, one (1) year UL Listed
from the date of installation of the
Product or eighteen (18) months from the Catalog Notes
date of shipment of the Product, WARNING! Switch is not approved for
whichever occurs first. service entrance unless a neutral kit is
installed.
Product Category Catalogs
General duty safety switch Eaon's Volurne 2—Commemal Distnbu}�ion
Enclosure material Multimedia
Painted galvanized steel Double Up an Safety
Type Sootching Device,, Flex (_erfo
Non-fusible, single -throw Specifications and datesheets
Fuse configuration Eaton Spedficbon Sheet - F)G222U2B
Non -fusible Warranty guides
Sefli,ig Polifv 2S-000 - Dist? ibunon and 'Conuo% Pmducts and Serricer
Number of wires
2
Enclosure
NEMA3R
Voltage rating
240V
Amperage Rating
60A
Number Of Poles
Two -pole
Eaton Corporation plc
Eaton House
30 Pembroke Road
Eaton is a registered trademark.
Dublin 4, Ireland
Eaton.com
1FAX*N
All other trademarks are
Cc 2023 Eaton, All Rights
property of their respective
powenng 6upaggs wgridwde Reserved.
owners.
Eaton.com/socialmedia
r'r i
Introducing ;-.L- %asten's parent, pending R.'.,`?ckit Barra t Slide, our simple solution for
quickly installing the rsopu' a r ,'Rockl rail less racking system to cornposition shinkflr
J aIrS,
Features & Benefits
courses and instaH a metal flashing
Multiple o1pportunities to find t he t after
No, nieed for additional material when
architecr,urai shingles are not If?trel
Lono-er 6,75" slide avoids overlaps in
"ern le courses
Integrated fleshing utilizes
IU ltr aG r fs e hmol gy-' to create
a "rov alert€ ht seal
Required Components:
r
WE
Kil 11 A I ii, L I U L--,--
T'T�,
,,
Pre- € 1Styl(s`r� sealing pads are "C,t��ar_ailbt'v u19t=t all a.Ctr.ip{,,,;;i.[tJ"§
shingle roofs, The cornipression achieved vvherl fastened [o the
roof Creates c sulpe strong watertight _ea,. In most cases, the
slide can be r-no rated to the deck vlithOUt the deed for sealant,
A layer of flexible foa ,. ;p r r;dev { c-Jhi! ning, lv r ch allows ws €_he
waterproofirig sealant to e rube, deep, nto the granules of the
shingle as well as to flexibly conform over the stefas found on,
"v e vt t: c✓i ` via tt
CM
s-�€ �Cp= rs
aniU—
w w.Do ck.`_ t S h etom,.'
R I 1 mil E B L K c6- .1 Z' �l M A' *R— T- !3-7 L I U
T N U DESCRIPTION
201 1
0 M24 I RI SMART
TEM NO. DESCRIPTION
I ROCKIT SMART SLIDE ASSEMBLY
1) ROCKIT FLASHLESS SLIDE ASSEMBLY
1.77
1.20 [44.9]
[30.5]
2.40
[6-1.0]
.40
[10.2]
24
S.o]
DHESIVE RELEASE LINER
MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER
FINISH BLACK
Rev: CS-3
Rl SMART SCREW #12X3v"- W/BW
PART NUMBER DESCRIPTION
R! SMART SCREW # i 2X3" W/BW
0.42
[10.5]
ITEM NO. DESCRIPTION
i SELF TAPPING SCREW # 12 WITH SEALING WASHER ASSEMBLY
0.55
[14.0] 2.87
[72.8]
31
[7.8]
3.00
[76,2]
MATERIAL STAINLESS STEEL, EPDM RUBBER
FFINISH MILL, BLACK
*EcoFasten
An ESDEC Company
GcoFa$en
4141 West Van Buren St.
Phoenix, AZ85OU9
Attn.: EcoFasten Solar Engineering Department
This letter addresses the structural performance and code compliance ofEcoFasten'sRocNtFlush Mount
System. The contents of the letter shall be reviewed in its entirety before application to any project design.
The Rock|tSystem isoproprietary rooftop mounting system used tosupport photovoltaic (PV)modules
installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are
supported by extruded aluminum RockIt Mount assemblies which are connected to a Rockit roof
attachment, either the Rockit Comp Slide or RockIt Smart Slide, which is attached directly to the roof
structure. Assembly details of a typical Rockit system and its core components are shown in Exhibit ECO 1,0.
The Ruck|tComp Slide assembly isshown indrawing EX'1 and the Rock|tSmart Slide assembly isshown in
dram/ing85OO76. The EcoFasten RockIt System is designed and certified to the structural requirements of
the reference standards listed below, for the load conditions and configurations tabulated in the attached
span tables.
= Minimum Design Loads for Buildings and Other Structures, AS[E/SE|7'16
* ZD18International Building Code, bythe International Code Council, Inc.
° 2OZQFlorida Building Code
0 SEACIC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays
° Aluminum Design Manual 2D15'byThe Aluminum Association, Inc.
° NDS-2018, National Design Specification for Wood Construction, by the American Wood Council
The span tables provided inthis letter are certified based on the structural performance of EcoFasten Rockit
System inconjunction with RockItComp Slide orSmart Slide only, with noconsideration ofthe structural
adequacy of the PV modules, or the underlying roof supporting members. These tables are intended to be
used under the responsible charge of a registered design professional where required by the authority
having jurisdiction. It is the responsibility of the installer or system designer to verify the structural capacity
and adequacy ofthe system components regarding the applied orresultant loads ofany chosen array
configuration.
Sincerely,
No. 94247
STATE OF 4,U
.... �W% %
Matthew SKuzi|u'PE
06/09/2023
TH|�|TEx��4�8EEmE2CTROwrAu��|6msohmo
�ExBoBY MkTT�BmxDu\PEON' T*EDATE
aE�OYvT*ESE�L
PR|mTED[,OPESOFTH|S�O�Ux4EmTAKENO7
[om8OEnEDS|GwED�mD�64�ED�NDTHE
3|6m*rUnsxxUSTeEvEw/F|EDDm;'mvEECTROm/[
COP|ES
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An ESDEC(-OmDBDy
The tables included in this letter provide the maximum allowable spans of the Rockit System, when used in
conjunction with one of the available roof mounts, as a Flush Mount System for the respective loads and
configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for
enclosed and partially enclosed gable roofs with slopes less than or equal to 70 & enclosed and partially
enclosed gable orhip roofs with slopes of8,tu60, The tabulated spans are applicable when the following
conditions are met:
Span is the distance between two adjacent roof attachment points (measured at the center of the
attachment fasteners).
2. The underlying roof slope, measured between the roof surface and horizontal plane, is 00 to 60".
3. The mean roof height, defined as the average of the roof eave height and the roof ridge height
measured from grade for roofs with pitches above lOdegrees and defined asthe eaveheight for
roofs with pitches less than orequal to1Odegrees, does not exceed 3Ofeet,
4.Adearancefromthemnduketopsurfacetotheroofsurtaceuf2^minimumshaUbeprovidedand
the height ofthe array, the distance from the module top surface tmthe roof surface (defined ash2),
shall not exceed 6",
5. Module length and area shall not exceed the maximum values listed on the respective span
tables.
6.All Flush Mount components shall beinstalled inaprofessional workmanlike manner per
EcoFasten's RockIt Installation Manual and the requirements specified for the underlying roof
supporting members in the certification letter of the selected roof attachment, Rockit Comp Slide or
Rock|tSmart Slide, are confirmed tobemet.
1 . The Flush Mount System is designed as a Risk Category 11 structure as defined by ASCE 7-16 Table
lWind speed shall conform tnAS[E7-16Fig. 26�S-1B(for Risk Category U)and applicable state &
local county/city amendments to the |8[. No special wind topographic features are included and
both topographic coefficient (Kzt) and wind ground elevation factor (Ke) are taken as 1 8.
3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 H& 7.2-1
and applicable state & local county/city amendmentstothe|8L|fthe|oca|iuhsdic1iunspecified
snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following
the local building code/amendments before the application of the attached span tables. No special
snow conditions are considered including unbalanced, drifting, sliding, retention, or poncling snow.
No rain -on -snow surcharge load is considered, The span tables do not apply to buildings which are
intentionally kept below freezing, kept just above freezing, orunheated.
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/\RESDECCompany
4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes
(a) For ground snow nogreater than 4Zpsf 5s:52.0gfor Site Class A~B.['&D.
(b) For ground snow greater than 65pstSs:�1.Ogfor Site Class A,B'C.&D.
(c)For ground snow between 4Zand 65psf: Ss!�1.5gfor Site Class A^B'[.&D�
5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-21 and are organized into thr
groups in which the zones share the same External Pressure Coefficients (GCp). Roof zones
comprising each group along with each roof zone's size and location are depicted in Figures 1 and]
The maximum module cantilever length, measured from the module end to the nearest
attachment point, shall be1/3rdofthe allowable span. For the Rockkmounting system, acantilever
is defined as the distance from the end of a module free edge to a Rockit Mount roof attachment. A
module edge is not free if there is a RockIt Coupling connection to an adjacent module on that edge.
7. A 1.0" Tolerance for any specified dimension in this report is allowed for installation.
a=1O%ofleast horizontal dimension ofO4h whichever issmaller, but not less than either
4%ofleast horizontal dimension o/3 ft(0.9nn). |fanoverhang exists, the edge distance shall
bemeasured from the outside edge ofthe overhang. The horizontal dimensions used to
compute the edge distance shall not include any overhang distances.
B=Hnrizonia| dimension of building measure normal to wind direction inft(m)
h=Mean roof height, in ft (m), except that eave height shall be used for 0:5 10
8=Angle ofplane ofroof from horizontal, indegrees,
F-LEVALTION'
� _----- J /
EM
Figure 1: ASCE 7 Roof Zones for Gable Roofs 0 < 7 '
no=
Figure 2: ASCE 7 Roof Zones for Gable Roofs 8 ' :5 0!� 60 '
Grouping of ASCE 7-16 Roof Zones (Gable)
I
Slope
Group
Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1
Group 2
Group 3
Grouping of ASCE 7-16 Roof Zones (Hip)
Slope
Group
Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 17
Group 2
Group 3
em�.,ior"�o/a, m=| |���usy��wr em��on�ucm�� |mrxse��9wr
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An ESDEC(_O[BDanY
A module is defined as Exposed (per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges
(an edge with no connectivity to other modules) to its facing roof edge (such as eave, ridge, rake, or hip) is
greater than 0.5h (h is ASCE defined building height) AND if the distance from the same free edge to any
other adjacent array or panel is greater than 4 feet. The maximum allowable span for Exposed Modules
shall be the lesser of the following two: (1) The span value for the exposed module condition. (2) The span
value determined bythe site wind and ground snow load.
emo���=/a,, -o, f n| |87785e.3947
Rocklt with GF1 Comp Slide Span
Tables