HomeMy WebLinkAbout20-22463 CITY OF ZEPHYRHILLS
i 5335-8th Street
(813)780-0020 22463
ELECTRICAL PERMIT
PERMIT.INFORMATION LOCATION INFORMATION
Permit#:22463 Issued: 2/12/2020 Address: 5320 3RD ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 24,640.00 Total Fees: 307.50 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: 307.50 Date Paid: 2/12/2020 Parcel Number: 11-26-21-0010-09600-0130
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: MORRIS, KEVIN & MARY
Addr: 1800 W. ASHTON BLVD Address: 5320 3RD ST
LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542
Phone: (855)877-2974 Lic: Phone: (813)355-5995
Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR PANEL SYSTEM
APPLICATION FEES
ELECTRICAL FEE 210.00 BUILDING FEE 97.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
�J
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 such 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 permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
CO=OR PER OFFI
PXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
/ e,3 Tao aazo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received `` . �r r�^PhoneContactforPernittin 03
"noes Name y (V o I�7 n C f r Owner Phone Number
Owners Address 16,320 3 K p 3 T Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address /n
JOB ADDRESS 115320 3 R D S I Z 6 P t't/-{Ii 1-1-TI{.S LoT,, �1
SUBDIVISION PARCEL IOk //-2& `2�-00�o - t�9(a0 0-01 J01
(OBTAIN®FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK T/1( 6- O UAI L60-tIOR
Q p-��7N/�iL
BUILDING SIZE SO FOOTAGE HEIGHT II J+``f C r E .
BUILDING $ n.2 P (�Q VALUATION OF TOTAL CONSTRUCTION
dELECTRICAL $19 7!Z-Da AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1
BUILDER / COMPANY T v
SIGNATU 1 REGISTERED 'Y/ N I FEE CURREn I Y/N
Address 151do Vu.H NNA fl V E TnP,6 A I License# r
ELECTRICIAN K O COMPANY
SIGNATUREcREGISTERED Y/ N FEE CURREn Y/N
Address N r rl,-1 RA license# G 7 V
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE cuRREn LjLN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn Y/N
Address License#
IIIIt11111111111111111111111111111111111111111111t11111111111111111
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,Stornwater 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 Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater 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. (AIC 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 A/C Fences(PIaVSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 IMPACTIUTiLIT1ES 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
CONTRACTOWSIOWNEWS AFFIDAVIT: 1 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/WastewaterTreatment
- 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 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR —
Subscribed and sworn to(or affirmed)before me this Subscribed and m pmpd) thi
by by —
Who Ware personally known to me or has/have produced Who islare personally known-to me or-haslhave,praduced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: V) V
Date Received:
Site: 5"3d o 3, a`l S+
Permit-Type: jhj� Jj � - :S6 1� � �f*
yo 1�fl u�►
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
:x
This comet nt s ee all kept with the permit and/or plans.
� P
Kalvi witzer—Plans Examiner '21a Contractor and/or Homeowner
(Required when comments are present)
®®'�' � __, , 1800 INAshton Blvd.
® ® �' `--� r, 13
Lehi, UT 84043
Structural Group
J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
January 28, 2020
Re: Structural Engineering Services
Morris Residence
5320 3rd St,Zephyrhills, FL
S-6297628; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
1. Site Visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information, we have evaluated the structural capacity of the existing roof system to support
the additional loads imposed by the solar panels and have the following comments related to our review and
evaluation:
A. Description of Residence:
The existing residence has typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components. The designed areas of the home consist of the following framing methods:
• Roof Section: Built-In-Place truss at 24"on center. Survey photos indicate that there was free access to
verify the framing size and spacing.
• Roof Section: Built-In-Place truss at 24"on center. Survey photos indicate that there was free access to
verify the framing size and spacing.
B. Loading Criteria
10.02 PSF= Dead Load (roofing/framing)
3.00 PSF= Dead Load (solar panels/mounting hardware)
13.02 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
C. Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
Page 1 of 2 viAnty
= 1 i
Page 2 of 2
2. The solar panels are 1%' thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications
(NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the
wind load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all
mount types indicated above. The following values have been verified by in-house testing and the mounting
hardware manufacturers' data, which are available upon request. Panel support connections should be
staggered,where possible,to distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 48 48 48
Max Uplift Load Ibs 332 266 246 560 448 415
D. Summary
Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code- Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
Regards, �%\1IIIII/////
J. Matthew Walsh, PE ��� Q' ��ceNSF
�•'�
FL License No. 84923
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p STATE OF
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01/28/2020
v'�/�f�� ` 1800 W Ashton Blvd.
® ® ,� .' I; _:I ! Lehi, UT 84043
Structural Group
J.Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.waish@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vMntsolar.com
Structural Design Criteria
Project Address Date: January 28,2020
Morris Residence
5320 3rd St
Zephyrhills,FL
S-6297628 ��P.�4 H E W/
Residence `�� �,,.�,�GENSF • `0 ice/
Risk Category II S
Roof Area 2102 sf = * N 84
;
Upper Floor Area 0 sf —
Number of Stories 1 STATE OF ,
Mean Roof height 15 ft O '
X\
Upper Floor height 0 ft i�j �• •'c�OR1OP:""G��\��
Location Parameters S/0NAI-
�a���\\
Latitude 28.23477 //1/ 1/28/2020
Longitude -82.18724
Site Class D
Risk Category II
Existing Gravity Parameters
Roof Dead Load
4 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c.
2 psf Ceiling,Mechanical,Electrical
1 psf Miscellaneous
10 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 1.0 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1
Seismic Parameters
SS= 0.068 g 0.2 sec Spectral Response Acceleration
SI = 0.034 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.073 g Short Period Design Spectral Acceleration
SDI= 0.054 g 1 Second Period Design Spectral Acceleration
Page 1 of 3 v'vi ' -
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 13.0 deg
Product Information
No.of Panels 35
Weight 3.00 psf including mounting system
Installed Area 615.4 ft2
No.of Connectors 46
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
60.04 plf
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
26.04 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-56.63%
Total New.Gravity Loads are less than Existing Loads.OK
Code References
2015 IEBC Section 707.2 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1.Structural
elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2017 FBC Section AJ104.1 states:
"Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconstruction shall not be required to be evaluated."
Page 2 of 3 iv' ®
Wind Uplift
Simplified Procedure for Components and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
= 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 13.0 deg
sanohor= 48 in Horizontal spacing of roof anchors
Atrib= 21.60 sf Panel Area tributary to each roof anchor
Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet=AYI-0ne130= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Atrib= 21.60 ft`
DLpanel= 3.00 psf
Zone 1 Zone 2 Zone 3
WaPlig= 46 psf 72 psf 131 psf
Piag=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-560.3lbs -448.3lbs -415.4lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
DpeR= 2.50 in Lag Screw penetration into existing framing member
Southern Pine Species of wood framing
CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2
Ct= 0.7 Temperature Factor,NDS Table 10.3.4
W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1
W'=CD x Ct x W= 263 lb/in Adjusted withdrawal value
Panow=Dpen x W,= 6571bs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 560 lbs 448 lbs 415 lbs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 vivint. ,) '
www.jinkosolar.com
Building Your Trust in Solar
PERC
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rao u[.vz,aHi guaranteed under strict testing condition (85 C/85%RH.96hours)for mass
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Advanced glass and solar cell surface texturing allow for excellent
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LINEAR PERFORMANCE WARRANTY
10 Year Product warranty • 25 Year Linear Power Warranty
PV CYCLE NOW �_ C
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t00% ® linear performance warranty
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es% opal value from Jrr,ko
`w eo% Solar"ft66ftft._
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Characteristics
s Ji Cell Type Mono-crystalline PERC 156x156mm(6 inch)
No.of cells 60(6x10')
n Dimensions 1650x992x40mm(6S.00x39.05x1.57 inch)
Weight 19.0 kg(41.91bs)
Front Glass 3.Zmm,Anti-Reflection Coating,
l High Tra_nsmission,Low Iron,Tempered Glass -
Packaging Configuration l Frame Anodized Aluminium Alloy
(Two boxes=one pallet) Junction Box IP67 Rated
26pcs/box,52pcs/pallet,728 pcs/40'HQ Container Output Cables TUV 1 x4.Omm;Length:900mm or Customized Length
SPECIFICATIONS
Module Type JKM280M-60 JKM285M-60 JKM290M-60 JKM295M-60 JKM300M-60
STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 280Wp1 209Wp 285Wp 212Wp 290Wp 216Wp 295Wp 220Wp 300Wp 224Wp
Maximum Power Voltage(Vmp) 31.8V 29.7V 32.OV 29.9V 32.2V 30.2V 32.4V 30AV 32.6V 30.6V
Maximum Power Current(Imp) 8.81A! 7.01A 8.9DA 7.12A 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A
Open-circu it Voltage(Voc) 38.6VI 36.2V 38.7V 36.4V 39.5V 36.6V 39.7V 36.8V 40.1V 37.OV
Short-circuit Current(Isc) 9.49A'l 7.62A 9.51A 7.72A 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A
Module Efficiency STC(%) 17.11% 17.41% 17.72% 18.02% 18.33%
Operating Temperature(C) 40°C-+85°C
Maximum system voltage 1000VDC(I EC)
Maximum series fuse rating 16A
Power tolerance D-+3%
Temperature coefficients of Pmax -0.39%/°C
Temperature coefficients of Voc -0.29%t°C
Temperature coefficients of Isc 0.05%/°C
Nominal operating cell temperature (NOCT) 45±2°C
'STC: Z"-irradiance 1000W/mz j��Cell Temperature 25°C „^,j AM=1.5
NOCT: =Irradiance 80OW/m' Ambient Temperature 20°C ; AM=1.5 Wind Speed 1m/s
Power measurement tolerance:±3%
II
The company reserves the final right for explanation on any of the information presented hereby.EN-JKM-300M-60-PERC_1.0_rev2017
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OdUle�eVe1 m RN4R_}{UNGARY-swepev-
guilt in m de data,p,NS Y kNDIA'BULGARtA ftOM
1 Revenue 113BELG4UM TURKE
s Qpn°nal..
iSRPEt-FRANCE'
USA-CAN RDA-GERMANY-JKiTAIY-TNE
NETNERLPNDy IPPAN"CNkNA"PUSTFRLtA'
SOUTN PERiCA-POLPND-C2ECNREpUBLIC
solar=a@ z Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000H-US I SE380OH-US SESOOOH-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
............................... .................... .................... .................... .................... .................... .............
Max.AC Power Output 3000 3800 5000 6000 7600 VA
........................................................... .................... .................... .................... .................... .................... .............
AC Output Voltage Min.-Nom.-Max.(183 208 229) ✓ Vac
........................................................... ................... .................... .................... .................... .................... .............
AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
........................................................... .................... .................... ..................i. .................... .................... .............
AC Frequency(Nominal) 59.3-60-60.5 Hz
Maximum Continuous Output Current 208V......... _........ _........ 2a.. _........ _........ A'.....
.Maximum Continuous Output Current 240V 12.5........ .........16.........I.........21.........1.........25.........f 32......... .....A......
...............................
GFDI Threshold A
........................................................... .............................................. 1 .................................................
Utility Monitoring,Islanding Protection, Yes
-Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
....................................................... .................... .................... .................... .................... .................... .............
Transformer-less,Ungrounded Yes
........................................................... ........................................................................................................ .............
Maximum Input Voltage 480 Vdc
......................................................... ................................................................................... .................... .............
Nominal DC Input Voltage 380 400 Vdc
........................................................... .................... .............. ............
Maximum Input Current 208V i'1...................... ..........:......... ..........:............ .......... .......13.5..... .. .. .......:......... ..........:......... ....Adc .........
Maximum Input Current 240V. 1................... 85... 10:5........ .......13:5.................16:5........ .........?0......... ....Adc.....
Max.Input Short Circuit Current 45 Adc
........................................................... ........................................................................................................ .............
Reverse-Polarity Protection Yes
......................................................... ........................................................................................................ .............
Ground-Fault Isolation Detection 600ksa.Sensitivity
.. ...................................................... .............
Maximum Inverter.Efficiency ...... 99. I.......................................99.2
CEC Weighted Efficiency 99 %
Nig httime Power C on s ump lion <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
.................................................... ....................................................................... .............
Revenue Grade Data,ANSI C12.20 Optional
........................................................... ............................................... .............
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I:L:M-07
.................................... .......................... .................................... . .. ... .......
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
........................................................... ....................................................................................I................... .............
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG
........................................................... ........................................................................................................ .............
DC Input Conduit Size/#of Strings/AWG Range 0.75-1" Conduit/1-2 strings/14-6 AWG
........................................................... .... ................................................................................................... .............
Dimensions with Safety Switch(HXWXD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm
.................... ......................................... .............
kg
Weight with Safety Switch..... ......... ............. ........22/1.... ........I....25.1/11 4....I..................../1.................. .. Ib/.......
Noise <25 <50 dBA
Natural
convection and
Cooling Natural Convection internal fan
(user
........................................................... ...................................................................... re laceable
Operating Temperature Range -13 to+140/-25 to+60111(-40'F/-40°C option)15) °F/'C
............................................I.............. ........................................ )
................................................................ .............
Protection Rating NEMA 3R(Inverter with SafetySwitch
Iq For other regional settings please contact SolarEdge support
u1 A higher current source may be used;the inverter will limit its input current to the values stated
131 Revenue grade inverter P/N:SExxxxH-USOOONNC2
Pi Power de-rating from 50'C
Isi-40 version P/N:SEx—H-US000NNU4
Rol,Hi
O 1 • D • OPTIMIZED BY / • D
r,1 - 1• 1 I - - -
e
}
STATE OF FLORIDA,COUNTY OF PASCO
-� THIS IS TO CERTIFY THAT THE FOREGOING IS A
a lit 4 TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
.' W TNESS MY HAND A FFICIAL SEAL T.IS
DA F 2 L V
NIKKI ALVAR -SO L S, CLERK&CoMp�°R� D �
BY
DEPUTyCLERK
INSTR#2020023893 OR BK 10051 -PG 3292 Page 1 of 1_
— 02/12/2020 11:02 AM Rcpt:2134546 Rec: 10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq., Pasco County Clerk&Comptroller
r ... -
e
Permit No. ParrxilIDNo 0010 Me0Q'01'0
NOTICE OF COMMENCEMENT
Stele of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that improvement wa be made to certain real property,and in accordance with Chapter713.Florida Statutes,
the following information is provided in this Notice of Commencement
1. Description of Property.Parcel identification No.
Street Address: a_f KY r 111 S ti-�
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Irdormation or Lessee information if the Lessee contracted farthe improvement
K c�.�, r`1o'„S
�'j T v 3 r r S 1- Z e tick
Address city State
Interest in Property:
Name of Fee Simple Titleholdar.
(If different from Owner listed above)
4. cedress
nbactor. Vivint Solar Developer,LLC city state
Name FL
5100 W.Hanna Ave. Tampa
Address City state
Contractors Telephone No.: (813)358-0834
5. Surety:
Name
Address City State
Amount of Bond:S Telephone No.:
8. Lender.
Name
Address Cfry state
lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon wham notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City state
Telephone Number of Designated Person:
8. ,;., In addition to himself,the owner designates of
to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
S. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date Is specified): B lia g i s . 2 0 ZO
WARNING TO OWNER: 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 JOB 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.
Under penalty of perjury,I declare that I have read the foregoing notice of comma Mani and that thV§ffi stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of er or Lessee,or Owners or Lessee's Authorized
Ofter/Direrto artner/Manager
k er if S'
Signatory's Title/Office
The foregoing instrument was acknowledged before me this22 7�day of,J(' 20 Zg by
as (type of authority,e.g.,officer,trustee,attorney in fact)for
.ti
L, Oi4 ✓Owl`Lt'1 (name of an behalf of whom Instrument
was executed).
Persanaly Known[I OR Produced Identifications Notary Signature !, /
Type of Identification Produced t • ID✓'� '.L'e7f ne(Print) L re-7 0 t/ Cf o W t o N
pupl(C�Be�t 1FA�
w)data/brs/nodcemmmencementyc053048 ce
l
f
1
I
No"
'' s STATE OF FLORIDA,COUNTY OF PASCO
4,`,
w..- .. . THIS IS TO CERTIFY THAT THE FOREGOING IS A
7l b•..: TRUE AND CORRECT COPY OF THE DOCUMENT
i ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
' nt W TNESS MY HAND A FFICIAL SEAL T IS
_� DA F 2
NIKKI ALVAR -SO L. CLERK &COMPTROLLER
BY DEPUTY CLERK
PURISDICTIONAL NOTES: - GOVERNING
CODES
ALL WORK SHALL CONFORM TO THE FOLLOWING CODES
a. 2014 NATIONAL ELECTRICAL CODE
b. 2017 FL BUILDING CODE-RESIDENTIAL
6TH EDITION
c. ANY OTHER LOCAL AMENDMENTS
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS SHEET INDEX:
ORDINANCES
PV 0.0-COVER SHEET
PV 1.0-SITE PLAN
S 1.0-MOUNT DETAILS
E 1.0-ELECTRICAL DIAGRAM
E 2.0-ELECTRICAL NOTES
REVIEW DATE FEB 1 0 20 E 3.0-WARNING LABELS
CITY OF ZEPHYRHIL E 4.0-WARNING LABEL LOCATIONS
PLAN EXAMINER E 5.0-ELEC PANEL PHOTOS
E 5.1 -ELEC MSP/STICKER PHOTOS
GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES:
ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING
MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED THE ROCK-IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE
SYSTEMS,WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF SPACED AS SHOWN IN THE DETAILS,AND MUST BE STAGGERED TO
THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD.
ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE 9 6"LAG
CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 21"PENETRATION INTO ROOF FRAMING.
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE c. THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM.
RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE d. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM.
INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE e. GROUND SNOW LOAD=0 psf
VOLTAGE. f. WIND SPEED=145 mph
SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D Ir
SPECIFICATIONS. I _
1800 ASH ON BLVD.LEHI,,UT,84043
1.877.404.4129
FL LICENSE: EC13006740
PHOTOVOLTAIC SYSTEM SPECIFICATIONS:
SYSTEM SIZE- 11.200kW DC I 7.600kW AC I MORRIS RESIDENCE
MODULE TYPE &AMOUNT-(35)Jinko Solar JKM320M-60HBL WITH 35 SolarEdge P340 OPTIMIZERS 5320 3RD ST
ZEPHYRHILLS,FL,33542-3934
MODULE DIMENSIONS-(L/W/H)66.3"/39.45"/ 1.38" UTILITY ACCOUNT#:99655 32137
INVERTER-(1) SolarEdge Technologies SE7600H-US000BNC4
INTERCONNECTION METHOD (GRID-TIED)-SUPPLY TAP SERVICE#:S-6297628
OPERATING CENTER:FL-01 COVE R
DATE: 128.2020 SHEET
1 DRAWN BY: CA
PV STRING(S): SYSTEM LEGEND
1 SLOPE-13
#1)18 MODULES AZIMUTH-244 PV SYSTEM SIZE:
® MATERIAL-
NEW 11.200kW DC 7.600kW AC
M a I #2)17 MODULES 02 SLOPE
-13 SHINGLE EXISTING INTERIOR MAIN SERVICE PANEL&
AZIMUTH-64 ®POINT OF INTERCONNECTION.TIED TO DETACHED
MATERIAL- UTILITY METER#001544461.
COMPOSITION SHINGLE NEW PV SYSTEM AC DISCONNECT. LOCATED
O 1 WITHIN 19 OF MSP.
1 1 NEW PV SYSTEM INVERTER:S*rE0ge Techrwbgies
j SE76WH-US=1 C4(RSD EQUIPPED)
j 35 NEW JINKO SOLAR JKM32flM•60HBL MODULES.
NEW SOLAR EDGE P340 OPTIMIZERS,MOUNTED
ON THE BACK OF EACH MODULE.
NEW PV CONDUIT RUN.'SEE EE1.0 CONDUIT SCHEDULE
EXTERIOR RUN -----=ATTIC RUN
` 1 NEW JUNCTION BOX.(MOUNTED WITH SOLADECK)
O1
O 1
I O
` STATE OF
{
it111111
vivint.Solar
1.877.404.4129
5320 3RD ST MORRIS RESIDENCE
FRONT OF HOUSE. I 5320 3RD ST
ZEPHYRHILLS,FL,33542-3934
UTILITY ACCOUNT#:99655 32137
SERVICE#:&M7628
S IT E P LA N 0PE .FL-01 PV 1 .0
DATE: 128.2020
SCALE: 1/4"= 1'-0" DRAWN BY: CA
MOUNTING LEGEND
ROCK-IT COUPLING
MID CLAMP
2
ROCK-IT COUPLING
MID CLAMP S 1.0
ROCK-IT 3.0 COUPLING
ROCK-IT rC1cT SLIDE MID CLAMP
PEDESTAL
METAL ® ROCK-IT
5/16"x3/8" FLAS
HING COUPLING SHELF
HEX FLANGE BOLT
300 SERIES SS ROCK-IT COUPLING SHELF
ISOMETRIC VIEW
COMP SHINGLES
SS LAG SCREW-
TORQUE=13±2 FT-LBS.
SIDE VIEW 516"x1 1/2"
TIE PLATE HEX FLANGE BOLT
SIDE VIEW 300 SERIES SS
8 ILSCO SGB-4 GROUNDING LUGS
1 ROCK-IT MOUNT DETAIL s�.o WTTO
S 1.0 KT TO E U.L.LISTING FOR ECOFASTEN:2703 2 ROCK-IT COUPLING ASSEMBLY
WEIGHT:2.3 b.
5 1.0 NOT TO SCALE TOP VIEW
CLAMP+ATTACHMENT r CLAMP+ATTACHMENT
COUPLING PERMITTED COUPLING
CANTILEVER U3 OR LESS CLAMP SPACING
DSCAPE=MAX
PORTRAIT=MAX
UPLING CLAMP RAFTER MODULE `\ �► ��GEN#�.,��/��
ROCK-IT SLIDE
MODULE •. 'i
METAL MODULER •' G !� �-d
FLASHING EOM BONDED WASHER CO RAFTER RAFTER JL ;;.n : RAFTER a
FORMS WATERTIGHT SEAL �^
L=LANDSCAPE CLAMP SPACING
p..�..;.':.•�:: ';,.,•�• .•. :..
.... .. •-- 2"x4"AT24"O.C. //�F�,;•,�ORIOt:•'�j�\\\
4 PV SYSTEM MOUNTING DETAIL s MODULES IN PORTRAIT LANDSCAPE I Ias S ACING "//I
ti�\\�
51.0 Nor TO SCALE SILO NOT TO SCALE !111111„`
� COMP SHINGLES
21 MIN 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
MIN 5/16'DIAM
ONE HOLE STEEL STRAP CONDUIT
SS LAG SCREW PV MODULE,TYP.MOUNT 1
TORQUE=13±2 FT-LBS. TO FRAMING OF EXISTING
ROOF TYPE,PARALLEL S 1 vi nt. olar
WITH PLANE OF ROOF CONDUIT MOUNT BRACKET_%.T [
6"MAXIMU 1.877.404.4129
SECTION VIEW 1 1
FLASHING OR TILE STRAP_\ J' k I
i I MORRIS RESIDENCE
:.•:.. . ,_ - +•r . _ z ,..- . _s 5320 3RD ST
ZEPHYRHILLS,FL,33542-3934
3 SECTION VIEW UTILITY ACCOUNT#:99655 32137
s i.0 NOTToSCALE 6 PV ARRAY TYP. ELEVATION 17 CONDUIT MOUNTING DETAIL
51.0 NOT TO SCALE s in,1 TO SCALE SERVICE#:S•6297628
REGIONAL CENTER:FL-01 S 1 .0
MOUNTDETAILS DATE: 1.28.2020
SCALE: NOT TO SCALE BY: CA
Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper)
DC System Size(Watts) 11200 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size
AC System Size(Watts) 7600 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A
�} N
Total Module Count 35 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A can rn
2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" v~i ti rn
2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" V1 m J T
3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" O = 0
3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" c y u
4 Inverter Output(THWN-2) 8 AWG 3(11,12,N)B/R/W EMT 3/4" 2 a
4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" N ,
5 Service Feeder(THWN-2) 6 AWG 3(11,12,N)B/R/W EMT 3/4"
5 GEC(THWN-2) 8 AWG 1(GRN) EMT 3/4"
"t'$aut,I,
* NO.�Bi 11 to
STATE OF : +_
<<�till l Nutt `i
2/4/2020
License Expires: 2/28/2021
ei
N
SolarEdge g a
SE7600H-US O `i r`
W pp
z m g
Point of interconnection,Supply Side ≥ U
Square D D222NR8, 705.12(A) > Z ..
240V/60A,Fused,NEMA3 w w Z 0p
to
tI1 to J N
STRING 2:17 PV 1 2 V Z Z LL �
17 SHEET
..MODULES Existing Siemens
W/OPTIMIZERS 240V/100AService Panel, NAME:
Single Phase,with 100A
Main Disconnect C
c 3
STRING 1:18 PV 1 2
MODULES .« NEMA4JunctionBox 4 40A M O
W/OPTIMIZERS 4 5 SHEET
U -
NUMBER:
35 PV MODULES PER INVERTER=11200 WATTS
STC Visible/Lockable'Knife AC Minimum GEC size 6 a�1
Disconnect AWG copper
{
DC Safety Switch I PV Module Rating @ STC Conductor Calculations N
m
Rated for max operating condition of Module Make/Model Jinko Solar JKM320M-60HBL m
inverter.Art.690.35 compliant.Opens all I Max.Power-Point Current(Imp) 9.59 Amps Wire gauge calculated from 310.15(B)(16)&(17)with ambient temperature calculations from °i can m
310.15(B)(2)(a)&310.15(B)(3)(c)and raceway fill adjustments from 310.15(B)(3)(a).Conduit on c m ,n
ungrounded conductors Max. Power-Point Voltage(Vmp) 33.4 Volts the roof shall be installed no less than 1" above the roof deck. W o rn
Open-Circuit Voltage(Voc) 40.9 Volts "Under Array"conductors use the 90°C ampacity in 310.15(B)(17)with relevant ambient w m J
Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.15 Amps temperature adjustments.
DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps PV Circuit conductors use the larger ampacity in 310.15(B)(16)or(17)using the 75°C column with c m > v
DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Pmax) 320 Watts the continuous duty uprating or the 90°C column with the relevant ambient temperature and o_ >,
DC Max.Input Current 13.75 Amps Max.System Voltage 1000 VDC(UL/IEC) raceway fill adjustments and without the continuous duty uprating per 690.8(B). N
DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.28 %/C Non-PV Circuit conductors use the ampacity in 310.15(B)(16)in the 75°C column or the 90°C
Max.string rating inverter dependent.See SE documents. column with the relevant ambient temperature and raceway fill adjustments,whichever is less
Inverter Make/Model SolarEdge SE7600H-US AC Output Current According to art.690.8(B)(1) 32 I Amps (110.14(C)&310.15(A)(2)).The rating of the conductor after adjustments shall be greater than,
or equal to,the continuous duty uprated current.
CEC Efficiency 99 % Nominal AC Voltage 240 Volts More information about conductor calculations can be provided upon request.
AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Calc.Ex:Wire Ampacity x Ambient Temp.Corr. Factor x Conduit Fill Adj. Factor>=Output Current If`
Cont.Max Output Current 32 Amps (Tag 1 Under Array):
DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art. DC-to-DC Converter Output: 10 AWG rated 55 A, 55 A x 0.96 x 1=52.8 A>=15 A O
Input Short Circuit Current 45 Amps 690.8,Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c), (Tag 2 Attic): Cl)
Max Output Fault Current 40 A/20 ms 310.15{B)(16),Chapter 9 Table 4,5,&9. Location specific DC-to-DC Converter Output: 12 AWG rated 30 A, 30 A x 0.71 x 0.8=17.04 A>=15 A y�
temperature obtained from ASHRAE 2017 data tables. (Tag 3 On Roof):
ASHRAE 2017-VANDENBERG AP DC-to-DC Converter Output: 12 AWG rated 30 A, 30 Ax 0.71 x 0.8=17.04 A>=15 A C o
Highest Monthly 2%D.B.Design Temp.:35.1°c (Tag 4 Exterior):
Lowest Min.Mean Extreme D.B.:-5°C Inverter Output:8 AWG rated 50 A, 50 A>=40 A r4
(Tag 5 Exterior):
Service Feeder:6 AWG rated 65 A, 65 A>=60 A a)
Power Power Production Calculation
U
Service Rating: 100 Amps
PV Breaker Rating:40 Amps ,.,
40A<= 100A, OK OCPD Calculations
0
Breakers sized according to continuous duty output current. PV circuit nominal current based off oc N
inverter continuous output current X(1.25[art. 690.8(A)]).
W'-,
Inverter 1:SE7600H-US Max Output=32 A x 1.25 [art.690.8(A)] Z 0
=40A<=40A(OCPD) > 3 U
Z
system output current w/continuous duty=40<=40A(System OCPD) u;
oo
sfl
J J Z N
Other Notes I
• Designed according to and all code citations are relevant to the 2014 National Electrical Code. `�� GEN S'j► i�� SHEET
NAME:
:* %111
In
STATE OF : o e0po
Z d
kNM
SHEET
,♦!`�I1il�fl f��,.4 NUMBER:
2/4/2020
License Expires:2/28/2021
N
W
Q1
Ln M
Main Service Panel Signage c i— rn
N N J lD
(Installed on the Face of the Service Meter)
per 690.54,690.56(B),&705.10 c 3
` Ns
Combiner Boxes,J-Boxes,Disconnects,Devices,& • DC Disconnect per 690.53 N
Inverters In Un-Grounded Systems per 690.35(F)(String •• • / • . -• • • • • s - / { • M
systems) • • • / • • / { -• •• -
• { / / / s
`,,,��q/l �
C3o ELI l,, O}
Conduit,Raceways, Bo and J-Boxes (Labeled Every10') �� C,EN t
j► ��
NO.
AC Disconnect andny Load Centers(Combiner Panel) { •• • -
per 6A 90.17(E)&705.12 • { • • • .• STATES N
Ø/
• •• ' • • DC Disconnect per 690.13(B)690.17(E)
• • • . / { • 2/4/2020
• . / License Expires: 2/28/2021
Inverter Output Connection(Solar Breaker)at p .. n
Main Service Panel er 705.12(D)(2)(b)
2 b °+ $
N
Q Q U t0
Rapid Shutdown per 690.56(C) Rapid Shutdown Disconnect per 690.12(5)Installed On AC Disconnect
• • • • . / / /• • - • SHEET
NAME:
Euw
c h
SHEET
NUMBER:
ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO
SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. f+r1
ALL PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. uj
CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED 4 WARNING:DUAL POWER SOURCE n WARNING C12
WARNING i.
1 Property of Vivint Solar SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM 7 ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD N
MAIN BREAKER DE-RATED TO***DUE TO SOLAR RATED AC OUTPUT CURRENT:***A IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE v M N
CIRCUITS NOM.OPERATING AC VOLTAGE:***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED d H w
2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar W rn
DO NOT INCREASE MAIN BREAKER RATING WARNING:PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar `^
SITE PLAN PLACARD SHOWING ADDITIONAL POWER = o �
Property of Vivint Solar 5 Property of Vivint Solar 13 0 Ln }
p Y WARNING SOURCE AND DISCONNECT LOCATIONS.PLACARD
3 WARNING PHOTOVOLTAIC AC DISCONNECT EI:
10 INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL
ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT:***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) N y
DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE: ***V Property of Vivint Solar Property of Vivint Solar
THE LINE AND LOAD SIDES MAY BE ENERGIZED IN Property of Vivint Solar PHOTOVOLTAIC POWER SOURCE DC DISCONNECT
THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID 11 RATED MAXIMUM POWER POINT CURRENT(IMP) ***A 14 PV rapid shutdown disconnect
Property of Vivint Solar 7 SHUTDOWN RATED MAXIMUM POWER POINT VOLTAGE(VMP) ***V placard indicated on E.3
Property of Vivint Solar MAXIMUM SYSTEM VOLTAGE(VOC) ***V
PHOTOVOLTAIC DC DISCONNECT I SHORT CIRCUIT CURRENT(ISC) ***A
Property of Vivint Solar Property of Vivint Solar ``` OaY El j, ���,' O
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2/4/2020
icense Expires: 2/28/2021
ROOFTOP ARRAY 8 12 6 6 6 2 4 13 IF APPLICABLE
EVERY 10 AND v
WITHIN 1'OF 0
ELBOWS '•,,%,O o� 000
3 9 3 3 1 1 2 g
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MICRO-INVERTER
SYSTEMS DC LU ac w
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DISCONNECT a a v 40
INSIDE z z LL
- - - - - — - - - - - - - - SHEET
SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE NAME:
12 JUNCTION , (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) DISCONNECT PANEL
STRING-INVERTER BOX 5 INTEGRATED WITH (WHERE REQUIRED) 10 C
SYSTEMS ARRAY) TYPICAL SOLAR GENERATION INSTALLATION INSIDE PANEL 10 3 d
(NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION)
SHEET
ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT, ENCLOSURES, NUMBER:
SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT RACE-WAYS,CABLE ASSEMBLIES,JUNCTION BOXES COMBINER BOXES,AND DISCONNECTS TO ALERT THE FIRE SERVICE TO
TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED.ALL AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT(3048 MM),WITHIN 1 FT(305MM)OF
PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. TURNS OR BENDS AND WITHIN 1 FT(305 MM),ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR et
HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS tai
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