HomeMy WebLinkAbout20-580 City of Zephyrhills ..
Nl1MB'E a; PERMII' R
; — 5335 Eighth Street , n
zephyrhiils, FL 33542 BGR-000580-2020
`. Phone: (813)780-0020
Fax: (813)780_0021 Issue Date: 09i22/2020
Permit Type: Building General (Residential)
Isy E Prciperfy Number 4 Sheet Address .
14 26 210170 00000 0030 4625 Eagle Ranch Drive
`t4 wi er lnforrriation k.''' ' '- `-¢ Permit'Iriformation fi` '` - - `Contractor.lnformation .. .
Name: ROSEMARIE KNAPP Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Electric Service Replacement/ LLC
Address: 4625 Eagle Ranch Blvd Building Valuation:
ZEPHYRHILLS,FL 33542 Electrical Valuation:$10,725.00 J
Phone:
Mechanical Valuation: 9
Plumbing Valuation:
Total Valuation:$10,725.00
Total Fees:$140.43
Amount Paid:$140.43
Date Paid:9/22/2020 12:27:12PM
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P,,roiect<Descript�on f rs t �, a - y�;' tf +., -r'i�a- �_
INSTALLATION PHOTOVOLTAIC ROOF MOUNT SOLAR PANEL AO ' -
Application Fees: r.�, F ���., o k F �1,
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Electrical Permit Fee $93.62 Electrical Plan Review Fee U Kt $46.81
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice 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 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.
CONTRACTOR SIGrURE PE VIT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Building Department
Date Rewhred R
Phone Cooled for Permitting
Owners Name 90SCMARX6 KNiqPP owner Phone Number
Owners Address CA&LE RRLLd M. Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple TitleftolderAddross
JOB ADDRESS Fg-tog r-pate enivica3p . LOT#
0 SUBOMSION Zktf- P-191VCd I pARcELiu*1*J44(#.ZJ-0J-70. 0 000- 0630
40STAINED FROM PROPERTY TAX NOVICE)
WORK PROPOSED R ADIO/ALT SIGN DEMOLISH
INSTALL cdNmE
NSTALL REPAIR
PROPOSED USE = SFR M COMM I. J OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL
DESCRIPTION OF WORK FxW—MxUA-110d 0 F POOL HOW" PP102-0VOLMIC EL
13LUIMBIG St M 1 30 FOOTAGE HEIGHT
EZ . . . .. . . .. . . . . . . .. . . . . .. .. .. .. . . . . . . . . . . . . . . .. . . . . .. . . . . . . . .
BUILDING VALUATION OF TOTAL CONS TRUCTtCIN
E?IELECTRICAL $
R.AMP SERVICE PROGRESS ENERGY W. E.C.
I
=PLUMBING is
=MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY VrVTM7-9t7LAR bEWL�ap—cl?
SIGNATURE M IN FESCUR JIV I REI�
.%p L N 1A
Add 140d Ki.H4 iffTAINNIg A V r,: REGISTER License#FEAQ 0&7t/0
ELECTRICIAN COMPANY Fi—tcvrwr w 1. i g yrllo
SIGNATURE REGISTERED -I of/N I FEE CURR13% ICYIN
Address C1411 At OHM u—#1 F-r-13,111jo7qQ
PLUMBER COMPANY = I
SIGNATURE REGISTERED I YIN FMCURM L-YLN J
Address License A
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEEGURREN
Address F— ts
OTHER COMPANY
SIGNATURE REGISTERED YIN I FMCURREA LUN_j
Add.. F— License
Is I giggle I
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forma;R-O-W Permit for new construction,
Minimum ten(10)worldng days after submittal date.Required onsit-- Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpstan Site Work Permit for subdivislarisilarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page,(1)set of Energy Forms.R-G-W Permit for now construction.
Minimum ten(19)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for ail new projects-Ail commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for ail NEW construction.
16,614 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directi
Flo out application completely.
Owner&Contractor sign back of application,notarized
It over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)-
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authori;dng same
OVER THE COUNTER PERMITTING (copy of contract required)
Remote if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if an 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,-V 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 IMPACTAMUTIES 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 Guider prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the'owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the Information in this application is accurate and that all work
Will be done in compliance with all applicable laws regulating construction,zoning and land development Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work Will be performed to meet standards of all law's 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 Rood Zone"W unless expressly permitted.
- If the fill material is to be used in Flood Zone 'A7, 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 W 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
WITIJI YOUR LENDER OR ANATT&NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F
OWNER OR AGENI CONTRACTOR
S b b and sw r Subscribed and sworn to(or affirmed)before me this
by
am
p
Who am p tomeorhasihaveproduced Who Ware personally known to me or haafhave produced
as identification. AS identification.
Notary Public Notary Public
Commission Na. Commission No;
Name of Notary typed,printed or stamped
N&Ary pubbe State of Florida
james Quillen
ate HH 012750
rvw�0) Exp(res 02012024
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DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
vivint sr,�a r 1800 W Ashton Blvd.
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
August 10,2020
Re: Structural Engineering Services
Knapp Structure -
4625 Eagle Ranch Dr,Zephyrhills, FL
S-6423093; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
structure:
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 Structure:
The existing structure 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: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
B. Loading Criteria
14.66 PSF= Dead Load (roofing/framing)
3.00 PSF = Dead Load (solar panels/mounting hardware)
17.66 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).
2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2 ,vint. S,s 1 811
�
DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting
method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per
mount and therefore is adequate.
• 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. 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 341 273 253 573 229 106
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, \\ P'i,(HEw
J. Matthew Walsh, PE
FL License No. 84923 * N, 84y'� ;
p STATE OF ;
DocuSigned by: j 0'.�
E -%ssoNAL �� ..�.
7AEED20514FE4D2. �� 111111``\��
Matt Walsh
08/10/2020
This item has been electronically signed and sealed by
Matt Walsh using a Digital Signature and date.Printed
copies of this document are not considered signed
and sealed and the signature must be verified on any
electronic copies.
Page 2 of 2 vivi nt• s o I a r
DocuSlgn Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
viv' t 'a ss L� 180(6 ti Ashton Blvd.
Lehi, UT 84043
Structural Group
J.Matthews Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE- Civil
Dkeetor of Engineering Structural Engineering Sfructural Engineering
james.►valsh�3a vivintsolar com kirk.nelson@vivinisolar.com sarn.brown@vivintsolar.com
Structural Design Criteria
Project Address Date: August 10,2020
Knapp Residence
4625 Eagle Ranch Dr
Zephyrhills,FL \Oki I I I I I/////j
S-6423093 EHI
ResidenceC,E11S'o
Risk Category II y
Roof Area 2098 sf * N V4 �
Upper Floor Area 0 sf a'"J 7 —
Number of Stories 1 �', STATE OF ; A,
Mean Roof height 15 ft -,� ,%2A/\�
Upper Floor height Oft F
Location Parameters //Z sSroNA1..
Latitude 28.224723
Longitude -82.175834
Site Class D(Default)
Risk Category II
Existing Gravity Parameters
Roof Dead Load
5 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
2 psf Roof Framing @ 24 in.o.c.
3 psf Ceiling,Mechanical,Electrical
2 psf Miscellaneous
15 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 0.8 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 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 vivint.
Jj r �
DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 24.0 deg
Product Information
No.of Panels 15
Weight 3.00 psf including mounting system
Installed Area 272.4 ft2
No.of Connectors 20
Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing
69.32 plf
Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing)
35.32 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-49.05%
Total New Gravity Loads are less than Existing Loads. OK
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
vivi nt
DocuSign Envelope ID:BS72B374-2663-40C9-9881-C4A388601545
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
K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 24.0 deg
Sanehor= 48 in Horizontal spacing of roof anchors
Auib= 22.10 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=AKvPne,60= 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
DLp81el= 3.00 psf
Zone 1 Zone 2 Zone 3
W„piia= 46 psf 72 psf 131 psf
Atrib= 22.1 sq.ft 11.0 sq.ft 5.5 sq.ft
Peas=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-573.2lbs -229.3lbs -106.21bs
Connection Capacity
db= 5/16 in Lag Screw diameter
Dpen= 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 C,x W= 263 lb/in Adjusted withdrawal value
Panow=Dpen x W,= 6571bs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 573 lbs 229 lbs 106 lbs
Max Load=0.872 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 ,v' s. ,'
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�i Building Your rrdst rn Solar
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315-335
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MORO PER PERC HALF CELL MODULE
PosiLive power
KEY FEATURES
Diamond Cell Technology
Uniquely designed high performance 5 busbar mono PERC half cell
Higher Module Power
Decrease in current loss yields higher module efficiency
Shade Tolerance
More shade tolerance due to twin arrays
PID FREE
Reinforced cell prevents potential induced degradation
i 44 Strength and Durability
Certified for high snow(5400 Pa)and wind(2400 Pa)loads
• IS09001 200a Quailty Standards
• IS014001:2004 Environmental Standards
• OHSAS18001 Occupational Health&Safety Standards IEC61215,IEC61730 certified products LINEAR PERFORMANCE y Y R f
• UL1703 cerfified products
10 Year Product Warranty 25 Year Linear Power Warranty
Nomenclature:
JKM336M-60HBL
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Linear performance warranty
Code cell code 9a22heet Code cell N 100g:
0 ; Standard performance warranty
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Frame Anodized Aluminum Alloy
(Two pallets=One stack)
cs ae t Output Cables 12AWG,Anode 1525mm(60.04 in),
Cathode 1525mm(60.04 in)or Customized Length
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Module Type JKN13151V1-60HL JKM320N1-80HL JKN1325M-e0HL JKN1330M-60HL JKM335M-60HL
Maximum Power(Pmay) 315Wp 235Wp 320Wp 239LNp 325Wp 2421JVp 330Wp 246Wp 335Wp 250Wp
t ti 'a y -WIT q:
Maximum Power CulTent(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.67A 7.82A
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Short-circuit Current(Isc) 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A 10.31A 6.65A 10.36A 8.74A
Operating Temperature CC) 40'C-+85'C
Maximum Series Fuse Rating 20A
Temperature Coefficients of Pmax -0.36%1'C
-
Temperature Coefficients of Isc 0.0461,41°C
STC: i -Irradiance 1000W/m= Cell Temperature 25'C AM=1.5
I110CT: : :Irradiance 800W/m, I Ambient Temperature 20'C AM=1.5 Wind Speed 1m/s
"Power measurement tolerance:t 3%
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.;Intro Sciar Co `_',J ••-.I1 r.gtt-, i-,erred SoeciliG3LOnff in:ludea n tr-s aacasneec arc; ;uoje;t to en9rne ::itroijr-iorce
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/ Single Phase Inverter
with HD-Wave Technology for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
SE760OH-US / SE10000H-US / SE1140OH-US
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.501 Hz
Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A
Maximum Continuous Output 16 24 48.5 A
Current @208V
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power @240V 4650 5900 1 7750 9300 1 11800 1 15500 1 17650 W
Maximum DC Power @208V - 5100 1 - 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @24OVIII 8.5 10.5 1 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208V(-" - 9 13.5 - 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600kQ Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency 99 99_@240V %
98.5 @ 208V
Nighttime Power Consumption <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 Automatic Rapid Shutdown upon AC Grid Disconnect
2017 690.12
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)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG
DC Input Conduit Size/#of Strings I AWG Range Y Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG
Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in/
(HxWxD) mm
Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 1 <50 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+6011I(-40°F/-40°C option)n `F/'C
Protection Rating NEMA 4X(Inverter with Safety Switch)
"For other regional settings please contact SolarEdge support
.n A higher current source may be used;the inverter will limit its input current to the values stated
;3)Revenue grade inverter P/N:SE1o=H-US000NNC2
"I For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-deratirig-rote-na.pdf
nr-40 version P/N:SExxxxH-US000NNU4
s)SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BV SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All Q®�
other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019N01/ENG NAM.Subject to change without notice. �i
DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
JUKI6UIU I IUNAL NU 1 E5:
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
ORDINANCES
REVIEW DATE AUG 2 5
CITY OF ZEPHYR!!t;PV
20SHEET INDEX:
FLAN EAMINE l 0.0- COVER SHEET
PV 1.0 - SITE PLAN
S 1.0 - MOUNT DETAILS
E 1.0- ELECTRICAL DIAGRAM
E 2.0 - ELECTRICAL NOTES
E 3.0 -WARNING LABELS
E 4.0 -WARNING LABEL LOCATIONS
E 5.0- ELEC PANEL PHOTOS
E 5.1 - ELEC MSP/STICKER PHOTOS
Ill,',,,,f
GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES: _
1 r`
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a. 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 STATE OF w
THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. G 0 2w�
b. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE%s'LAG
CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2%"PENETRATION INTO ROOF FRAMING.
c. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE c. THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM. lilt
ry11
d. RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE d. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM. O8/1O/2O2O
INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE e. GROUND SNOW LOAD=0 psf
VOLTAGE. f. WIND SPEED=145 mph
e. SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D `�i e Solar
SPECIFICATIONS. 11d
1800 ASHTON BLVD. LEHI, UT, 84043
1#4625 F"ie Ra - Dtrtie 1.877.404.4129
PHOTOVOLTAIC SYSTEM SPECIFICATIONS: FL LICENSE: EC13006740
SYSTEM SIZE -4.875kW DC 17.600kW AC KNAPP RESIDENCE
MODULE TYPE &AMOUNT-(15) Jinko Solar JKM325M-60HBL WITH 15 SolarEdge P340 OPTIMIZERS 4625 EAGLE RANCH DR
ZEPHYRHILLS,FL,33542
MODULE DIMENSIONS- (L/W/H) 66.3"/39.45"11.38" UTILITY ACCOUNT#:29487 80114
INVERTER -(1) SolarEdge Technologies SE7600H-US
INTERCONNECTION METHOD (GRID-TIED) - LOAD BREAKER REGIONAL
S-6423093
OPERATING CENTER:FL-01 COVER
DATE: 81612020 SHEET
`DRAWN BY: DIN
PV STRING( '
OOF SECTIONS : SYSTEM LEGEND
_ _ _--------__-----___ �_ -------- -_____. 1 SLOPE-24 PV SYSTEM SIZE:
DocuSign Envelope ID:BB726374 2663 4OC9 9881-C4A3886O1545 #1)15 MODULES AZIMUTH-179
MATERIAL-COMPOSITION NEW 4.875kW DC 7.600kW AC
SHINGLE EXISTING INTERIOR MAIN SERVICE PANEL&
SLOPE-24 M POINT OF INTERCONNECTION.TIED TO DETACHED
AZIMUTH 179 UTILITY METER#4400044.
MATERIAL-COMPOSITION Q WITHIN 10YSTOF MSPC DISCONNECT. LOCATED
SHINGLE
1 NEW PV SYSTEM INVERTER:SOLAREDGE
TECHNOLOGIES SE7600H-US(RSD EQUIPPED)
15 NEW JINKO SOLAR JKM325M-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 RUI
NEW JUNCTION BOX.(MOUNTED WITH SOLADECK)
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08/1012020 11 Il
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1.877.404.4129
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9487 80114
FSERVICE#:S-6423093
AL PV 1
OPERATING CENTER:FL 01SITE PLAN DATE: 816/2020
p,RAWN BY: DIN ZSCALE: 3/16" = 1'-0" ____...__..._.__-____._____"________.-_.
-----------
DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545
MOUNTING LEGEND
ROCK-IT COUPLING
MID CLAMP
2
ROCK-IT COUPLING
MID CLAMP
ROCK-IT 3.0 COUPLING
ROCK-IT SLIDE MID CLAMP
ROCK-IT
PEDESTAL rtl
METAL ROCK-IT
5/16"x3/8" FLASHING 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 5/16"x1 1/2"
TIE PLATE HEX FLANGE BOLT
O $ ILSCO SGB-4 GROUNDING LUGS SIDE VIEW 300 SERIES SS O O O
1 ROCK-IT 3.0 MOUNT DETAIL
$1.0 NOT TO SCALE
51.0 NOT TO SCALE U.L.LISTING FOR ECOFASTEN:2703 2 ROCK-IT 3.0 COUPLING ASSEMBLY
WEIGHT:2.3 lb. S1.� NOT TO SCALE
TOP VIEW
CLAMP+ATTACHMENT CLAMP+ATTACHMENT
COUPLING PERMITTED COUPLING
CANTILEVER U3 OR LESS CLAMP SPACING
LANDSCAPE=MAX 48"(4'-0")
PORTRAIT=MAX 48"(4'-0") H \``� ��
COUPLING CLAMP RAFTER MODULE Q' 4\C
ROCK-IT SLIDE 1 ,' y /_
MODULE ` �`J 84c �
METAL MODULE *aR�fl _--
FLASHING EPDM BONDED WASHER
FORMS WATERTIGHT SEAL RAFTER RAFTER ',�
".' :..'•....,,.::;.;....'.:'-. 2"x4"AT 24"O.C. � ��
L LANDSCAPE CLAMP SPACING.. _+ 4 0MODULESINPORTRAIT/ NDSCAPE L=PORTRAIT /s l.o PVSYSTEMMOUNTINGDAIL -►� CLAMP SPACING /
NOT TO SCALE NOT TO SCALE
COMP SHINGLES
OS/10/2020
• 2 1/2'MIN 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
MIN 5/16"DIAM ONE HOLE STEEL STRAP CONDUIT
y
SS LAG SCREW PV MODULE,TYP.MOUNT 1
TORQUE=13±2 FT-LBS. TO FRAMING OF EXISTING a s v n o I
ROOF TYPE,PARALLEL
WITH PLANE OF ROOF CONDUIT MOUNT BRACKET
6"MAXIMU 1.877.404.4129
SECTION VIEW 1 1/2"
FLASHING OR TILE STRAP - -�
KNAPP RESIDENCE
ZEPHYRHILLS, FL,33542
4625 EAGLE RANCH DR
3 SECTION VIEW UTILITY ACCOUNT#:29487 80114
s 1.0 NOT TO SCALE 6 PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL
$1.0 NOT TO SCALE •� NOT TO SCALE SERVICE#:S-6423093
REGIONAL S 1 .0
M 0 U NT DETAILS OPERATING CENTER:FL-01
DATE: 816/2020
SCALE: NOT TO SCALE 'DRAWN BY: DIN
)cuSign Envelope ID:C97802F5-9350-424D-9F24-2BB12D5DEE57
Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper)
4875 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size
DC System Size(Watts) N
7600 Free Air N/A Ln rn
AC System Size (Watts) 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R m
15 1 EGC(Bare) Free Air N/A v = m
Total Module Count 6 AWG 1 BARE U Urn
FMC 1/2" Z LL m
2 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R rn
2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/Z" '^ w vi
J J C
3 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R EMT 1/2" n Q o
3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" w U
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4 Inverter Output(THWN-2) 8 AWG 3(L1,L2,N)B/R/W EMT 3/4" Y w
4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" N
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Gregory Elvestad
August 10,2020 1 6:54 AM MDT 86111 ..
EAA085BE66A45F
cuSigned by:
OF c
This item has been electronically signed
and sealed by Gregory Elvestad using a tttt t f I itttt
Digital Signature and date. Printed copies 8/10/2020
of this document are not considered
signed and sealed and the signature must License Expires: 2/28/2021
be verified on any electronic copies.
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SolarEdge
SE760OH-US
� w
Point of Interconnection,Load > z ..
External Rapid Shutdown Side 705.12(D)(2)(3)(b) w z
Disconnect; Square D Q Q U
DU222RB,240 V/60A, N N <
Unfused,NEMA3R Z Z =
p� SHEET
M NAME:
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2 OA Existing GE
___ �.__ ___�. __..__._ _ ____. 240V/200A Service m tp
2 3
Panel,Single Phase, Kf C
\ I with 200A Main SHEET
STRING 1:15 1 2 15 — " " 4 iiiiiii A Disconnect
I! NEMA 4 Junction Box 4 Minimum GEC size 4 NUMBER
PV MODULES
AWG copper 4
W/OPTIMIZERS
Visible Loc a le'Knife'AC - LLJ
15 PV MODULES PER INVERTER=4875 WATTS Disconnect
STC
)cuSign Envelope ID:C97802F5-9350-424D-9F24-2BB12D5DEE57
DC Safety Switch I PV Module Rating @ STC Conductor Calculations N
Module Make/Model Jinko SolarJKM325M 60HBL p Y310.15(B)(16) ( ) pp p p = m Rated for max operating condition of inverter. Wire ampacity calculated from & 17 as appropriate riate with ambient temperature o m
Art.690.35 compliant.Opens all ungrounded Max. Power Point Current(Imp) 9.68 Amps calculations from 310.15(B)(2)(a) & 310.15(B)(3)(c) and raceway fill adjustments from 310.15(8) v m
conductors Max. Power-Point Voltage(Vmp) 33.6 Volts N Z
J rn
(3)(a). Conduit on the roof shall be installed no less than 1"above the roof deck. a <
Open-Circuit Voltage(Voc) 41.1 Volts PV Circuit conductor ampacity is constrained using the 75°C column with the continuous duty J J
Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.2 Amps uprating or the 90°C column with the relevant ambient temperature and raceway fill a < = o
P a Q z u
DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps adjustments without the continuous duty uprating per 690.8(B),whichever results with a u > a
DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Pmax) 325 Watts larger wire size. Y LC N
DC Max. Input Current 13.75 Amps Max.System Voltage 1000 VDC(UL/I EC) Non-PV Circuit conductors use the ampacity in the 75°C column or the 90°C column with the
DC Max.Output Current 15 Amps
Voc Temperature Coefficient -0.28 %/C relevant ambient temperature and raceway fill adjustments, whichever is less (110.14(C) &
P
310.15(A)(2)).The rating of the conductor after adjustments shall be greater than, or equa to,
Max.string rating inverter dependent.See SE documents. the continuous duty uprated current.
Inverter Make/Model SolarEdge SE7600H-US AC Output Current According to art.690.8(B)(1) 32 Amps
More information about conductor calculations can be provided upon request.
CEC Efficiency 99 % Nominal AC Voltage 240 Volts Calc. Ex:Wire Ampacity x Ambient Temp. Corr. Factor x Conduit Fill Adj. Factor>=Output
AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Current
Cont. Max Output Current 32 Amps (Tag 1 Under Array):
DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art.690.8, DC-to-DC Converter Output: 10 AWG rated 30 A, 30 A>= 18.75 A
Input Short Circuit Current 45 Amps Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c),310.15(B)(16), (Tag 2 Attic):
40 A/20 ms Chapter 9 Table 4,5,&9. Location specific temperature obtained from DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A ".
Max Output Fault Current ASHRAE 2017 data tables.
(Tag 3 On Roof): as
ASH RAE 2017 VANDENBERG AP DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A C
Highest Monthly 2%D.B.Design Temp.:35.1°C (Tag 4 Exterior): tt1lII1 tt Y c
Gregory Elvestad Lowest Min.Mean Extreme D.B.:-5°C Inverter Output: 8 AWG rated 50 A, 50 A >=40 A ' W FLTt',i
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August 10,2020 1 6:54 AM MDT ` V�GENSFti��'Q ��i a
Power Production Calculation = to.es1i1 �
cuSigned by: r
- = - -
E�AA085BE66A45F.. Main Bus Rating: 200 Amps C.
Main Service Breaker Rating:200 Amps
This item has been electronically signed PV Breaker Rating:40 Amps sP o
and sealed by Gregory Elvestad using a 200A+40A<=200x1.2; 240<=240A, OK tIf1t-� ``
Digital signature and date. Printed copies rttietttt� < i`
of this document are not considered 8/10/2020 0
signed and sealed and the signature must
be verified on any electronic copies. License Expires: 2/28/2021 o
z � m
= L)
OCPD Calculations >
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Breakers sized according to continuous duty output current. PV circuit nominal current based off a a w
inverter continuous output current X(1.25[art. 690.8(A)]). Ln N J
Other Notes Inverter 1: SE7600H-US Max Output=32 A x 1.25 [art. 690.8(A)] SHEET
• Designed according to and all code citations are relevant to the 2014 National Electrical Code. =40 A<=40 A (OCPD) NAME:
system output current w/continuous duty=40<=40A (System OCPD)
N
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Z a
SHEET
NUMBER:
N
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DcuSign Envelope ID:C97802F5-9350-424D-9F24-2BB12D5DEE57
N
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0C N 00
N M
Main Service Panel Signage cv rn
(Installed on the Face of the Service Meter) z J
-a Q � MI
per 690.54,690.56(B),&705.10 a __
• • • r c uwi = QI
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Combiner Boxes,J-Boxes, Disconnects, Devices,& • DC Disconnect per 690.53 v
Inverters in Un-Grounded Systems per 690.35(F)(String -• • r • r -• • • • . • • r r •
systems) • • • r • • i / .• .•
• . II
Olli I iii. • �
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Gregory Elvestad
Conduit,Raceways,and J-Boxes (Labeled Every 10') �'�N`�ti�.�•««~««''� S r�i r_
• • • • • August 10,2020 1 6:54 AM MDT (' \ E •,V
/ No.861?1 %" � O'
AC Disconnect and Any Load Centers(Combiner Panel) DocuSigned by: i
per 690.17(E)&705.12 • / ` • / • .• • 1-BFAA085BE66A45F
� `� �Quru d e 1°
STATEOF o
• • • IF r • •r •
/ • This item has been electronically signedi,i ee. �`s«`'••«..,. `v�� �'
•. •• - • DC Disconnect per 690.13(8)690.17(E) Digitaland l edgbytG regory Elvedatstad
i usi ngcopi es 3jt t %
• • • • r / • of this document are not considered 8/10/2020
_ signed and sealed and the signature must rn
• / be verified on any electronic copies. License Expires: 2/28/2021
It t ______________
• Q 00 O
Inverter Output Connection(Solar Breaker)at o o
Main Service Panel per 705.12(D)(2)(b) z m
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• r J J w O
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Rapid Shutdown per 690.56(C) Rapid Shutdown Disconnect per 690.12(5)Installed On AC Disconnect
SHEET
• • • • r r r• •• • NAME:
00
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r b
3 a
SHEET
NUMBER:
ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE, THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO M
SMALLER THAN 3/8"WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED.
w
)cuSign Envelope ID:C97802F5-9350-424D-9F24-2BB12D5DEE57
CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED WARNING: DUAL POWER SOURCE WARNING WARNING
91 12 Property of Vivint Solar 4 SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD N 00
*** RATED AC OUTPUT CURRENT: ***A IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE
MAIN BREAKER DE RATED TO DUE TO SOLAR c U m m
CIRCUITS NOM.OPERATING AC VOLTAGE: ***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAYBE ENERGIZED a� z orn
2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar = V;
DO NOT INCREASE MAIN BREAKER RATING Property of Vivint Solar z w J
WARNING: PHOTOVOLTAIC POWER SOURCE SITE PLAN PLACARD SHOWING ADDITIONAL POWER a 0 =
Property of Vivint Solar 5 Property of Vivint Solar WARNING 13 SOURCE AND DISCONNECT LOCATIONS. PLACARD a W >
3 WARNING PHOTOVOLTAIC AC DISCONNECT 10 INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL Y r n
ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT: ***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) N —
DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE: *** V Property of Vivint Solar Property of Vivint Solar D
THE LINE AND LOAD SIDES MAY BE ENERGIZED IN Property of Vivint Solar I - -
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 SHORT CIRCUIT CURRENT(ISC) ***A R��ti\1"�Et1{��j�fl"t
8 Property of Vivint Solar Property of Vivint Solar
*** value calculated for each `` fl �•►
This item has been electronically signed NO.86111
and sealed by Gregory Elvestad using a account,for specific value see the
Digital signature and date. Printed copies previous warning label page o
of this document are not considered
STATE Q� LO
0
signed and sealed and the signature must �� �'.�� P +►�•� o
be verified on any electronic copies. ..
Gregory Elvestad �j�
kt`Ifltl11t4titi11 io
11 August 10,2020 1 6:54 AM MDT 14 4 7
8/10/2020
E�AAOUBENA45F..
cuSigned by: icense Expires: 2/28/2021
ROOFTOP ARRAY °
IF APPLICABLE
EVERY 10'AND 8 12 6 6 6 2 `t
WITHIN 1' OF
ELBOWS �OG�fOG2 3 9 5 3 5 3 5 5 3 5 1 5 1 2 a N
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5 LU
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MICRO-INVERTER � > z w
SYSTEMS " DC
O J J W
DISCONNECT < < 00
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INSIDE
LORI -_
- - - - - - - - - - - - - - - - NAME:
12 SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE SHEET
JUNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) DISCONNECT PANEL
rj (WHERE REQUIRED)
STRING INVERTER BOX INTEGRATED WITH
ARRAY) TYPICAL SOLAR GENERATION INSTALLATION 10 INSIDE PANEL
SYSTEMS 10 3 M a
(NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) SHEET
BER:
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,
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 T
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 O
HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS W