HomeMy WebLinkAbout20-22423 CITY OF ZEPHYRHILLS '
5335-8th Street
(813)780-0020 22 3
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:22423 Issued: 2/03/2020 Address: 37912 8TH AVE
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s):5 & 6 Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 10,566.00 Total Fees: 210.00 Subdivision: SHAW LAKE RIDGE
Amount Paid: 210.00 Date Paid: 2/03/2020 Parcel Number: 10-26-21-0040-00300-0050
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: THIBERT BERNARD & GLORIA
Addr: 1800 W. ASHTON BLVD Address: 47 MOUNTAIN AVE
LEHI, UT. 84043 MALDEN, MA. 02148-3713
Phone: (855)877-2974 Lic: Phone: (813)395-6500
Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 127.50 ELECTRICAL FEE 82.50
INSPECTIONS REQAJIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER r
FINAL
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.
CONTRACTOR PER OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#202001 8353 OR BK 10046 PG 3757 Page 1 of 1
02/03/2020 11:46 AM Rcpt:2131469 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
r
Permit No. y V�-J Parcel ID No 1 9—Z rr••2-1—O d N Q 003 0
NOTICE OF COMMENCEMENT
State of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the fogowUg Infmnation is provided In this Notice of Commencement
1. Oesaiptiorh of Property.Percel�deni ca io Na 5
Street Address:- 3 (1 3 a✓e Z c h f 7 h.: J S EL
2. General Description of bnprovwnent Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information if the Lessee contracted for the Improvement:
Pi e r h 4f r? -T %S I.4-
3 -7 y"h cL m `� z tnq�y h.vrs f=L
Address city stale
Interest in Properly:
Name of Fee Simple Titleholder.
(If different from Owner listed above) �gq-0
4. Address
Vivint Solar Developer,LLC city stale -. .4 r `.
Ctraac L16
Name uo , Z'
6100 W Hanna Ave Tampa FL-
.Address city state :-•1`,4�
Contractors Telephone No.: (813)359-1228 �� n °• �,
6. Surely. X.�
Name �°� ® LN
Address City Stale
Amount of Bond:; Telephone No.:
B. Lender.
Name
Address City State
Lenders Telephone No.:
CC Y
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by LU LU
Section T13.13(1 l(a)(7),Florida Statutes: Q ~ U J J
Name LL =
Address City State Q C.) —t N —3 Z)
CL
Telephone Number of Designated Person: AL !�Q I— � 0 Q
S. In addition to himself,the owner designates of— LL. 0 2 Z _.l 06
to receive a copy of the Uences Notice as provided in Section 713.13(1)(b),Florida Stabiles. ® Li- F Q Q Y
Telephone Number of Person or Entity Designated by Owner.. _LU
9. Expiration date of Notice of Commencement(the woration date may not be before the completlo 9w/�tucY n/�),ftp/aI/7rt�e�t to the d Lot LL
O1��
U r
contractor•but will be one year from the date of recording unless a different date is specified); / ( /Zy,2 V 0 Q Q
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF"THE N TICE OF COMMENCEMENT = fJ U Zit
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713• PART I. SECTION 713.13, FLORIDA STATUTES,AND CAN F'- I-- .J QRESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE'OF COMMENCEMENT MUST BE ? U in Q LL
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Cj LL LU � z O O
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. iz 2 a- Q
of de knowledge of earl�fiedeclare that I have read the foregoing notice of commencement d that the fatly Brain are true to the best U O X Q
ir
STATE OF FLORIDA AAA- � O [� O Q
COUNTY CF PASCOQ a � Z � J
Signature Owner or ,or es or 's rimd L8! (� Q J W
rectar/PartrmdMa
K 9 1 1h ewf
}� Signatorys41 e!� L N H F- O z m
The foregoing Instrumertwasadmowledged before mathis c dayofJk^U�r 2020by 3 er n Of I
as (type of authority,e.g.•officer,trustee,attorney in fad)for
G Gr L r V.A/ (name on behalf of whgp h4pument was ehrecu�
Personally Known❑PER Produced Identification Notary Signature !J
Type of Identification Produced V C r Cr S I AAA 6"Name(Print) G r C g V r 7 L ro'v��y
Nalafy Public Stye of Flefida
alG cry Thomee Crowley
My�`ommiuiort C,O 934260
errpvs 1112418Y7
014
wpdatalbcs/ncricecommencementyc053048
ury or zepnymitis Permit Application Fax-813-m-mi
Building Department
Date Received
Phone Contact for Permitfin 1( �/� )3L67 - Qf
Owners Name t _MRINJARb IWEIRCRF- Owner Phone Number
Owners Address -7t?/Z 111116. owner Phone Number F
Fos Simple Titleholder Name. 1 71 Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS F3-7q/2 27-4 Pyle, zTPt4LfPi4rtq LOT#
SUaO"V SION F7 I PARCEL iD#I'/O- &-2/ -0 6 ct 6) - 0 03 0 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR r7 ADDIALT SIGN F-1 r--j DEMOLISH
R INSTALL F-1 REPAIR
PROPOSEDUSE = SFR 0 COMM = OTHER I
TYPE OF CONSTRUCTION = BLOCK = FRAME STEEL
DESCRIPTION OF WORK FU��WrTot%l Or RQQF-H00AJTrc6 P14MV0trPW to PYQIV,6t
BUILDING SIZE I SO FOOTAGE HEIGHT
[Z . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .
BUILDING 1$2 1112 -00:1 VALUATION OF TOTAL CONSTRUCTION
E6�LECTRICAL IS R. q q F- AMP SERVICE Q PROGRESS ENERGY = W.R.E.C.
=PLUMBING is 7"ZqL'77
=MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. . . . . . . . . . . . . . . . . . . . . . . . . .. .
BUILDER 'pqOMIPANY VZVEAJT'-�111'1*P 1)F'V'CW,067'f
SIGNATURE REGISTERED YIN I FEECURPEN LILN J
Address !W110 W 1411ARM -A V:C4 DD- A V License III FEC—/3 ORP 7 L/6
LAN ELECTRICIAN COMPANY F\/Tvrar'�tngk �F-atole6pl
SIGNIATURZ::� '�eLr~� REGISTrRED I Y/ N I FEE cuRREN I Y/N
Address �-,O N .0A License#1 r-r f'3 ce b-P q 6
PLUMBER COMPANY =
SIGNATURE REGISTERED YIN I FEECUFute\
Address License#
MECHANICAL COMPANY =
SIGNATURE FtEGSTERED I Y/ N FESCUPREN I Y/N I
Ackh. F- license#
OTHER COMPANY =
SIGNATURE E REGISTERED I YIN I FMCURREN LLLN_j
Address License#F-
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for now construction,
Minimum ten(10)working days after submittal date. Required onsitej Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsfiarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for now construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
& . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Directions
:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with noianzed letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerooft if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if an public readways..needs ROW
r NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,590.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.. If the applicant is someone
other than the'owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner°prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
(ands,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 C ONTRACTOR -
Subscribed andswom to(or affirmed)before me this Su m ty( raffirmed)beforethi�t
Y
Who isfare personally known to me or hasihave produced Wh is/are al y known tome or hasthave produce
as identification. as identification.
UNotary Public &--..N.,ary Public
Commission No. Corn fission
Name of Notary typed,printed or stamped Name otary ,,,.�r sELINE BOGE�20�2:2
•i ;. Commission#GG 21
Expires December 12ZTroy Fain Insuran5 7019
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 1V I -h
Date Received: h 0 �
Site:
PermkType: �t i� �.o� mam� la�v Vo j)r-fC �-
611-he 1 S7s�� ►-,
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
i
Thus comment eeet shall be kept with the permit and/or plans.
JAIL 3 0 2020
Malvin ' er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
DocuSign Envelope ID:6CCBOC84-4184-42126-A2F4-CFAC9F7C0819
�,�1V it. -S 0 d . y' 1800 W Ashton Blvd.
d �1i ] 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@vivintsolarcom kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
January 21, 2020
Re: Structural Engineering Services
Thibert Residence
37912 8th Ave, Zephyrhills, FL
S-6294725; 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: Prefabricated trusses 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).
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.
Page 1 of
DocuSign Envelope ID:6CCBOC84-4184-4226-A2F4-CFAC9F7CO819
Page 2 of 2
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, \\\\NEW/
J. Matthew Walsh, PE \�\\��;.��c E N sF
FL License No. 84923 S
;N?84.��
qW
DocuSigned by.C� STATE OF ;
�i 0.p' 4
7AEEB20514FE4D2... � �, `..tOR10P:' ���
Matt Walsh ��/jss ONA
January 21, 2020 1 8:15 PM MST
This item has been electronically signed and sealed by Matt 01/21/2020
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.
DocuSign Envelope ID:6CCBOC84-4184-4226-A2F4-CFAC9F7CO819
1800 W Ashton Blvd.
VIVIO"W61 ram' 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@vMnmolar.com kirk.nelson@vivintsolar.com sam.brown@viWnisolar.com
Structural Design Criteria
Project Address Date: January 21,2020
Thibert Residence
37912 8th Ave
Zephyrhills,FL
S-6294725 VA E W
Residence E N
SF rr
Risk Category 11
*7
9
Roof Area 1416 sf N 84 2
Upper Floor Area 0 sf
Number of Stories 1 -7- STATE OF '141
Mean Roof height 15 R /t� 0 4�
Upper Floor height 0 ft
Location Parameters 10NAL Ic\
Latitude 28.233648 1/21/2020
Longitude -82.18956
Site Class D
Risk Category 11
Existing Gravity Parameters
Roof Dead Load
4 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
I 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 0.9 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1
Seismic Parameters
SS= 0.067 g 0.2 sec Spectral Response Acceleration
S, = 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 0.071 g Short Period Design Spectral Acceleration
SDI, 0.054 g I Second Period Design Spectral Acceleration
Page 1 of 3
DocuSign Envelope ID:6CCBOC84-4184-4226-A2F4-CFAC9F7CO819
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 14.0 deg
Product Information
No.of Panels 15
Weight 3.00 psf including mounting system
Installed Area 263.7 $Z
No.of Connectors 20
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
60.04 plf
Total New Roof Load=DLRooF+DLADp+(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 0 0 _ _ '
DocuSign Envelope ID:6CCBOC84-4184-4226-A2F4-CFAC9F7C0819
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= 14.0 deg
sanehor= 48 in Horizontal spacing of roof anchors
Affib= 12.80 sf Panel Area tributary to each roof anchor
Pneoo 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
Poet=AKOne00= 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
A ib= 12.80 ft`
DLpanel= 3.00 psf
Zone 1 Zone 2 Zone 3
Waptin= 46 psf 72 psf 131 psf
P1,=F.S.x Atib x(0.613-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-332.01bs -265.6lbs -246.1lbs
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= 332 lbs 266 lbs 2461bs
Max Load=0.505 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 ' 20a'��
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Eaule PER 6"O'�
MONO CRYSTALLINE. MODULE
Positive power,tollerance of O�+30/.
■
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■
r
■
■
IS090012008,IS01,4001:2004,0HSAS1:ee
certified factory,
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KEY FEATURES
4 Busbar Solar Cell:
4 busbar solar cell adopts new technology to improve the efficiency of
modules,offers a better aesthetic appearance,making it perfect for rooftop
installation.
High Efficiency:
Higher module conversion efficiency(up to 18.33%)benefit from Passivated
ooRVER:raR Emmiter Rear Contact(PERC) technology.
PID RESISTANT:
Limited power degradation of Eagle module caused by PID effect is
i.��® n❑xs,wr guaranteed under strict testing condition (85 C/85%RH,96hours)for mass
production.
Low-light Performance:
� Advanced glass and solar cell surface texturing allow for excellent
.• �owucNr performance in low-light environments.
.. •• r7tt Severe Weather Resilience:
. a
s�attng Certified to withstand:wind load(7.400 Pascal)and snow load(5400 Pascal).
. 1 Durability against extreme environmental conditions:
RESISTANT I ligh salt mist and ammonia resistance certified by TUV NORD.
f _� 1
LINEAR PERFORMANCE WARRANT`(
C
10 Year Product Warranty 25 Year Linear Power Warranty
� j`� ENERGY
PV CYCLE �•,COUNCIL
®� (� POSITIVE QUALITY' MEMBER
°^^'^•^""�'�•^� ®100% linear performance warranty
B7% q Standard performance warranty
es% atlirio°al value(r°irl Jrnk
3 so% °Solar s Gr)ear wa
0 7antY
a
w
w
80.2%
O years
1 5 12 25
r r
a, z H:os r'zsz Current-Voltage&Power-Voltage Temperature Dependence
yl
Curves(290VV) of IsC,VornPmax
a __
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ISC
a v _ Voc
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loaf E so
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p.J 0 5 to 's zo 25 30 s5 °0
Front Side Back so -zs o zs so :s too
Voltage(V) Cell Temperature(`)
fl
r
cs
Cell Type Mono-crystalline PERC 156x156mm(6 inch)
_ No.of cells 60(6x10)
Dimensions )6S0x992x40mm(GS.00x39.OSx1.S7 inch)
Weight 19.0 kg(41.9 Ibs)
Front Glass 3.2mm,Anti-Reflection Coating,
High Transmission,Low Iron,Tempered Glass
Packaging Configuration Frame Anodized Aluminium Alloy
(Two boxes=One pallet) Junction Box IP67 Rated
26pcs/box,52pcs/pallet,728 pcs/40'HQ Container Output Cables TOV 1 x4.Omm;Length:900mm or Customized Length
Module Type JKM280M-60 JKM285M-60 JKM290M-60 JKM295M-60 JKM300M-60
STC I NOCT STC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 280Wp 209Wp 285Wp 212Wp 290Wp 216Wp 295Wp 220Wp 300Wp 224Wp
Maximum Power Voltage(Vmp) 31.BVI 29.7V 32.OV' 29.9V 32.2V 30.2V 32.4V 30.4V 32.6V 30.6V
Maximum Power Current(Imp) 8.81A, 7.01A 8.90A 7.12A 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A
Open-circuit Voltage(Voc) 38.6V 36.2V 38.7V 36.4V 39.5V 36.6V 39.7V 36.8V 40.1V 37.OV
Short-circuit Current(Isc) 9.49A 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(IEC)
Maximum series fuse rating 15A
Power tolerance 0-+3%
Temperature coefficients of Pmax 0,39%/°C
Temperature coefficients of Voc -0.29%/'C
Temperature coefficients of Isc 0.05%/'C
Nominal operating cell temperature (NOCT) 45t2°C
i II
;STC: �Zclrradiance 1000W/mz Lkjj Cell Temperature 25°C AM=1.5
NOCT: Irradiance 800W/m' r �Ambient Temperature 20°C r: AM=1.5 Y Wind Speed 1 m/s
* Power measurement tolerance:±3
The company reserves the final right for explanation on any of the information presented hereby.EN-JKM-300PA-60-PERC_1.0_rev2017
r
cep c'�. ►r ertoCs
d e Cingl
e phase Inv
Solar' g a 600oN-us
for North P►merlc .US � SE50ppN-US � SE
E3000N-US I SE300DH —.-�..•.�"'
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®p er article 0.11 � .
Specifically designed to
eificiencV for NEC 2014 and 2017,P
breaking longer Strings 111��pi111�, Cjv e
„ Record- nand raped Shutdown ,A` ,
voltage inverter for ,lance y�►
. Fixed rotectlo rid comp
rated arc fault p CPUC Rule'21 g indoors
. lnteg {led.for oors or
741 SA cerh to install outd
s Ut1 Small and easy l tic capacitors
an electro Y _ WWI 5ataredge•us
.. Extremely .Nithout p 50 accuracy,
high reliability Onitaring 2d Class 4.5
lue gr de data AN
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odule� _ g�IGARVA'R41v
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CPNADP.�ERIv1ANY'�K tTA
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POIAND"CZECN REPUgIIC
SOLYTN PrRICA'
S r'=gg Single Phase Inverters for North America
SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/SE760OH-US
5E3000H-US SE380OH-US SE5000H-US SE6000H-US SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
..Rate......Powe............. ...................... .................... .............. .....
Max:AC Power Output 3000 3800 5000 6000 76, VA
AC Output Voltage Min.-Noma Max.(183-208-229) ✓ Vac
AC Output Voltage Min.-Nom.-Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
.... .. ...................... I................ .li;I........... ....... . I...
AC Frequency(Nominal) 59.3-60-60.5 Hz
................. ...... ......................... ....
Maximum Continuous Output Current 208V 24 A
Maximum Continuous Output Current 240V 12.5 16 21 2S 32 A
GFDI Threshold 1 A
............................. ................. .......... ....................... ............... .
Utility Monitoring,Islanding Protection,
Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 46SO 5900 I 77SO 9300 11800 i W
Transformer-less,Un rounded Yes
.................. ... .......................... .. .............. ............ ............................................................................ ............
MaximumInput Voltage............................... .......................................... .... .480...... ......................,. Vdc
........... ....................
Nominal DC Input Voltage I 380 400 Vdc
.............. ...................................... ..... .. ................ ................. .. ................... ............... ... .................. .. ....
Maximum Input Current 208V 1=1 13.5 Adc
Maximum Input Current 240V 1=1 8.5 10.5 I 13.5 16.5 20 Adc
Max.Input Short Circuit Cu rrent I 45 Ad
Reverse-Polarity Protection Yes
................................................. ......... .........I.... . .. .......I.,............ .... ............ .... ............................... .... .. ........
Ground-Fault Isolation Detection 600ktt Sensitivity
............... ........................................... ....................
Maximum Inverter Efficiency 99 99.2
............................... ........................... ........ .............. ...... .... .. ... .. ... ... .. ............ ..... ............
CEC Weighted Efficiency 99
...i... p .................. _........................................ ....... .... . .........................I.............
-Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS48S,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 I Optional
.....I............. ... .......... ..... ..... .
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
........... . ..... I.......... . ............ .. ..... .. ........................................................................................................ ............
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
0.75-1" Conduit/1-2 strings/14-6 AWG
Dimensions with Safety Switch(HXWXD).... ..........I.................. .. ....... ....... ..... ..... .. .. .......
DC Input Con du it Size q o Strin s AWG Range
17.7x14.6x6.8 /450x370x174 in/ram
Weight with Safety Switch.............................. ..... ...........2....1�...............<15..251/11:4...I.. ... .......26:2/i19......... ..... .Ib/.kg.. .
Noise <50 dBA
Noise .. ............. ............................... .
Natural
convection and
Cooling Natural Convection internal fan
(user
........... ...... ............... ........... .... ... ................ ....................... ... .. ..... . .... ..........................p........ .
re laceable) I
Operating Temperature Range -13 to+140/-25 to+600 1(-40°F/ 4o°C option) F/°C
Protection Ratin g NEMA 3R(Inverter with Safety Switch)
................ ............ ....... ................... ......................... ............. ........................................................... ..................
("For other regional settings please contact SolarEdge support
i'1 A higher current source may be used;the inverter wdl limit its input current to the values stated
131 Revenue grade inverter P/N:SExxxxH-US000NNC2
tri Power de-rating from So.0
151-40 version P/N:SExxxxH-US000NNU4
r off� Rib,H S ,
0 . OAOG , ,OP MD BYOADGE
PURISDICTIONAL NOTES: GOVERNING CODES
ALL WORK SHALL CONFORM TO THE FOLLOWING CODES a. 2014 NATIONAL AL CODE
b. 2017 FL BUILDING CODEC RESIDENTIAL
6TH EDITION
c. ANY OTHER LOCAL AMENDMENTS
ALL woijç
CODES FLSHAp LL CO y I�il
TM E ` COO 'NG
ORorNgNCES�� rttS
SHEET INDEX:
PV 0.0-COVER SHEET
PV 1.0-SITE PLAN
S 1.0-MOUNT DETAILS
E 1.0-ELECTRICAL DIAGRAM
REVIEW DA'E JAN 30 2020 E 2.0-ELECTRICAL NOTES
O+ PHYRHi E 3.0-WARNING LABELS
PLANEXAMINER E 4.0-WARNING LABEL LOCATIONS
E 5.0-ELEC PANEL PHOTOS
E 5.1 -ELEC MSP/STICKER PHOTOS
GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES:
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
THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD.
b. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE Y1s LAG
CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2Y"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.
d. 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
8th A 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 �' V '
SPECIFICATIONS. v
1800 ASHTON ON .LEHI,, T,84043
1.877.404.4129
8th Ave 8th Ave I FL LICENSE: EC13006740
PHOTOVOLTAIC SYSTEM SPECIFICATIONS:
SYSTEM SIZE-4.800kW DC 13.800kW AC THIBERT RESIDENCE
MODULE TYPE &AMOUNT-(15) SolarEdge Solar JKM320M-60HBL WITH 15 SolarE a P340 OPTIMIZERS 379 L AVE
ZEPHYRHILLS,FL,33542
MODULE DIMENSIONS-(L/WIH)66.3"I 39.45"/ 1.38" UTILITY ACCOUNT# 38782 46311
INVERTER-(1) SolarEdge Technologies SE3800H-US000BNC4
INTERCONNECTION METHOD (GRID-TIED)-SUPPLY TAP sERvIcE#s 725
SCE :FL-01 COVER
DATE: 1/12O2O
DRAWN BY: DIN SHEET
PV STRING(S): SYSTEM LEGEND
® 1 SLOPE-14
37912 8TH AVE #1)15 MODULES AZIMUTH-180 PV SYSTEM SIZE:
MATERIAL- NEW 4.800kW DC 3.800kW AC
COMPOSITION SHINGLE
FRONT OF HOUSE. EXISTING EXTERIOR MAIN SERVICE PANEL&
® POINT OF INTERCONNECTION.TIED TO DETACHED
UTILITY METER#001485129:
® NEW PV SYSTEM AC DISCONNECT. LOCATED
WITHIN 10'OF MSP.
• 1 NEW PV SYSTEM INVERTER:SolarEdge Technologies
SE3800H-US000BNC4(RSD EQUIPPED)
15 NEW JINKO SOLAR JKM320M-0HBL 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
NEW JUNCTION BOX.(MOUNTED WITH SOLADECK)
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1A fI
° , I vivint.Solar
1.877.404.4129______ (O 0 1 I THIBERT RESIDENCE
\_ 37912 8TH AVE
ZEPHYRHILLS,FL,33542
UTILITY ACCOUNT#:38782 46311
SERVICE#:S 4M725
SITE PLAN �CENTER:FL-01 Pv 1 .0
DATE 111912020
SCALE: 3/16"= 1'-On DRAWN BY: DIN
MOUNTING LEGEND
ROCK-IT COUPLING
MID CLAMP
2
ROCK-if COUPLING
MID CLAMP S1.0
t�IJD
K-IT 3.0 COUPLING
ROCK-if rROIT SLIDE LAMP
PEDESTAL
METAL ROCK-IT
5/16"x3/8- FLASHING COUPLING SHELF
HEX FLANGE BOLT
300 SERIESSS ROCK-IT COUPLING SHELF
ISOMETRIC VIEW
COMP SHINGLES
SS lAG SCREWTORQUE=13±2 FT-LBS.
SIDE VIEW LAx1 1/2"
TIE PLATE FNGE BOLT
300 SERIES SS
R 8 ILSCO SGB-4 GROUNDING LUGS SIDE VIEW
1 OCK-IT MOUNT DETAIL
S S.o NOT TO SCALE
51.0 NOT TOwuE Ul.LISTING FOR ECOFASTEN:2703 2 ROCK-IT COUPLING ASSEMBLY
WEIGHT:2.3 6.
51.0 NorroscnLE TOP VIEW
CLAMP+ATTACHMENT CLAMP+ATTACHMENT
PERMITTED COUPLING
CANTILEVER L/3 OR LESS COUPLING CLAMP SPACING
NDSCAPE=MAX 48"(4'-0")
PORTRAIT=MAX 48"(4'-0")
COUPLING CLAMP RAFTER MODULE
ROCK-IT SLIDE
MODULE
METAL MODULE
FLASHING IJEPDM BONDED WASHERORMS WATERTIGHT SEAL RAFTER RAFTER
RAFTER 1� =I L=LANDSCAPE CLAMP SPACING
y+•. .:�. ...,•: `+ w:¢ : :R;. ,v 2"x4 AT 24"O.C41
4 PV SYSTEM MOUNTING DETAIL s MODULES IN PORTRAIT LANDSCAPE _�I I L=PORTWUT
51.o NOT TO SC S 1.0 NOT TO SCALE DAMP SPACING
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 S1.0 vivint.Solar
WITH PLANE OF ROOF CONDUIT MOUNT BRACKET
\ - r_6"MAXIMU 1.877.404.4129
SECTION VIEW 1 1/2"
FLASHING OR TILE STRAP
THIBERT RESIDENCE
.•+• -•«• r: t: 37912 8TH AVE
ZEPHYRHILLS,FL,33542
3 SECTION VIEW L_
UTILITY ACCOUNT#:38782 46311
s io NOT TOLE (7 PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL
$S.o NOT TO SCALE S 1.0 NOT TO SCALE SERVICE/:S894725
REGIONAL
OPER nW CENTER FL-01 S 1 .
M O U N T D ETA I LS DATE: 1N9n020
SCALE: NOT TO SCALE DRAWN BY: DIN
i •
Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper)
DC System Size(Watts) 4800 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size
AC System Size(Watts) 3800 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A M
Total Module Count 15 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A u w m rV
2 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R FMC 1/2"
2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" 00 J }m,
3 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R EMT 1/2" _ o
3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" 0 h y u
4 Inverter Output(THWN-2) 12 AWG 3(11,12,N)B/R/W EMT 1/2" F- rn W Y
4 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" N ;,
5 Service Feeder(THWN-2) 6 AWG 3(L1,12,N)B/R/W EMT 3/4"
5 GEC(THWN-2) 8 AWG 1(GRN) EMT 3/4"
aQ� v�GENSF x'94�i
S NO.Be111
w I�
STATE of s C
Sian tN<<�
1/27/2020
License Expires: 2/28/2021
U
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N
•-i
CI'
N
SolarEdge g CO a
SE3800H-US O C
Point of Interconnection,Supply Side ≥ > u
Square D D222NRB, 70 �`�
5.12(A) > Z
W
240V/60A,Fused,NEMA3 W w Z71 u1
-J —J W
H H V cn
V7 N
Z Z LL �
I SHEET
Existing Square D
240V/150A Service Panel, NAME:
Single Phase,with 150A
Main Disconnect 4
A c_ 3 1 ___H___STRING 1:15 PV 1 2 .J
NEMA 4 Junction Box 4 20A M D
� MODULES 5 SHEET
W/OPTIMIZERS 4
NUMBER:
15 PV MODULES PER INVERTER=4800 WATTS
sible/Lockable'Knife'AC MinimumGECsize6 e"1
STC ViDisconnect AWG copper
DC Safety Switch PV Module Rating @ STC Conductor Calculations
Rated for max operating condition of Module Make/Model Jinko Solar JKM320M-60HBL N M
inverter.Art.690.35 compliant.Opens all Max. Power-Point Current(Imp) 9.59 Amps
Wire gauge calculated from 310.15(B)(16) &(17)with ambient temperature calculations from ,a
u w rn N
310.15(B)(2)(a)&310.15(B)(3)(c)and raceway fill adjustments from 310.15(B)(3)(a).Conduit on c > m o0
ungrounded conductors Max.Power-Point Voltage(Vmp) 33.4 Volts the roof shall be installed no less than 1" above the roof deck. W < i N
co
Open-Circuit Voltage(Voc) 40.9 Volts "Under Array"conductors use the 90°C ampacity in 310.15(B)(17)with relevant ambient
Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.15 Amps temperature adjustments. N = o
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 >� U
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 m 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(6).
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 SE3800H-US AC Output Current According to art.690.8(B)(1) 16 Amps (110.14(C) &310.15(A)(2)).The rating of the conductor after adjustments shall be greater than,
CEC Efficiency 99 % Nominal AC Voltage 240 Volts or equal to,the continuous duty uprated current.
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) ifs
Calc. Ex:Wire Ampacity x Ambient Temp.Corr.Factor x Conduit Fill Adj. Factor>=Output Current
Cont.Max Output Current 16 Amps (Tag 1 Under Array):
DC Max Input Current 10.5 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): U)
Max Output Fault Current 17.5 A/20 ms 310.15(B)(16),Chapter 9 Table 4,5,&9. Location specific DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>=18.75 A S
temperature obtained from ASHRAE 2017 data tables. (Tag 3 On Roof):
ASHRAE 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):
Lowest Min.Mean Extreme D.B.:-5°C Inverter Output: 12 AWG rated 20 A, 20 A>=20 A
(Tag 5 Exterior):
Service Feeder:6 AWG rated 65 A, 65 A>=60 A
U
O1
OCPD Calculations R
Breakers sized according to continuous duty output current. PV circuit nominal current based off
inverter continuous output current X(1.25[art. 690.8(A)]). I
W
Inverter 1:SE3800H-US Max Output= 16 A x 1.25 [art. 690.8(A)] z g
=20A<=20A(OCPD) > > W
system output current w/continuous duty=20<=20A(System OCPD) ok cc ,Li
! N
Other Notes ```�� ���1 ELy�sji����
• Designed according to and all code citations are relevant to the 2014 National Electrical Code. A Q�i ��'ENSF �° � SHEET
1 a No X6111 O i NAME:
ON/1L +� SHEET
"I1ofII1 NUMBER:
1/27/2020
License Expires:2/28/2021
N
W
a •
m
N Ln C
V {y M
Main Service Panel Signage a LL
(Installed on the Face of the Service Meter)
per 690.54,690.56(B),&705.10 o°1c 000 J c
I— o >..
Combiner Boxes,J-Boxes, Disconnects,Devices,& • DC Disconnect per 690.53
D
Inverters In Un-Grounded Systems per 690.35(F)(String •• • • - • - • • • •• • - . • •
systems) • • • . • • r -• -• t
.. • •- •
• • •
III111////',
Conduit,Raceways,and J-Boxes (Labeled Every 10') �� C,EN
• • . • -. - • - ` dQ• �� sF 1
O.861,
AC Disconnect and Any Load Centers(Combiner Panel) • -• _ • - N
per 690.17(E)&705.12 • • • • • STATE OF : °r''
•• •• - • •- t DC Disconnect per 690.13(B)690.17(E) t,, V11!A1.'``'�
• • • • • . • 1/27/2020
- • - License Expires: 2/28/2021
Itt •
.• • . •
I �
Inverter Output Connection(Solar Breaker)at • • • • - O
Main Service Panel per 705.12 D 2 b z m g
• • • J Z .
J J N
Rapid Shutdown per 690.56(C) Rapid Shutdown Disconnect per 690.12(5)Installed On AC Disconnect
• • • • • • • • • - • SHEET
•• NAME:
00
m
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. M
ALL PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. LU
WARNING r+
CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED WARNING:DUAL POWER SOURCE WARNING 12
1 Property of Vivint Solar 4 SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM 9 ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD
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 Lh
u w m N
CIRCUITS NOM.OPERATING AC VOLTAGE:***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED v Q LL N
2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar J m
DO NOT INCREASE MAIN BREAKER RATING WARNING: PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER
Property of Vivint Solar 5 Property of Vivint Solar 10 WARNING��SOURCE AND DISCONNECT LOCATIONS.PLACARD N >- u
WARNING PHOTOVOLTAIC AC DISCONNECT INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL as r
3 ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT: ***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) —
DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 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 RATED MAXIMUM POWER POINT CURRENT(IMP) ***A 14: ii 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
8 PHOTOVOLTAIC DC DISCONNECT SHORT CIRCUIT CURRENT(ISC) ***A OpY E�V�
Property of Vivint Solar Property of Vivint Solar
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***-value calculated for each
account,for specific value see the
previous warning label page STAT€ N
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License Expires: 2/28/2021
ROOFTOP ARRAY 8(I1111:) 12 6 6 6 2 4 13
IF APPLICABLE -4
EVERY 10'AND c
WITHIN 1'OF
ELBOWS ;yoG�o 3 9 3 3 3 1 1 2 g ao 0
5 �.GsFG�o 5 5 5
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MICRO-INVERTER ° 'O� A q O >Z"'
SYSTEMS
DC ED i to +
DISCONNECT N N
INSIDE z z LL
- - - - - - - - - - - SHEET
VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE
NAME:
12 SOLAR INVERTERS COMBINER PANEL
JUNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) DISCONNECT PANEL
BOX 5 INTEGRATED WITH (WHERE REQUIRED) c =
STRING-INVERTER ARRAY) TYPICAL SOLAR GENERATION INSTALLATION 10 INSIDE PANEL 10 0 w
SYSTEMS
(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
HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS tii