HomeMy WebLinkAbout20-726 m
City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-000726-2020
Phone: (813)780-0020
�. Fax: (813)780-0021 Issue Date: 10/08/2020
Permit Type: Building General (Residential)
Property Number Street Address
32 25 21 0100 01700 0050 7130 Boxer Round PI
Owner Information Permit Information Contractor Information
Name: EFRAIN&ISABELLE ZENON Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Electric Service Replacement/ LLC
Address: 7130 Boxer Round PI Building Valuation:$3,003.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$12,012.00
Phone: Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$15,015.00
Total Fees:$232.62
Amount Paid:$232.62
Date Paid:10/8/2020 11:27:10AM
Project Description
INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR
Application Fees
Building Permit Fee $55.02 Building Valuation Fee $27.51
Electrical Permit Fee $100.06 Electrical Plan Review Fee $50.03
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.
LA IZL C91 -
0 ONTRACTO SIGNATU PE IT OFFICE
PERMIT EXPIRE IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-7aao020 City of Zephyrhills Permit Application Fax-813480-0021
Building Department
Date Received Phone Contact for Permilding I(S
Owners Name �ryOwner Phone Number
[VQLL_ j3)2q L4
owniees Address 136X_F'Q PiIIUM �p Owner Phone Number
Fee Simple'rdieholder Name Owner Phone blumber
Fee Simple Titleholder Address
JOB ADDRESS 5019 POKER _00AIL) Pt -1,16PHYPURA-� LOT#
SUBDIVISION F_ PARCELID#1'3;-'-2S-2-1- 0100 -0170,0 - 00,SD
(..N.FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRR R ADDIALT SIGN DEMOLISH INSTALL REPAIR
PROPOSED USE = SFR Q 'COMM = OTHER
TYPE OF CON=ucnor4 = BLOCK FRAME STEEL
DESCRIPTION OF WORK rg<rp u-nue N of- golo r-H o wra P tj 6a)vo LvqiE7 S uqc
BUILDING SIZE SO FOOTAGE "EIGHT
BUILDING S
003 VALUATION OF TOTAL CONSTRUCTION
rl_�ELEGTRICAL I's 12,012 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING 1$
5
r7MECHANICAL $
VALUATION OF MECHANICAL INSTALLATION
i
=GAS = ROOFING = SPECIALTY = OTHER
FLOOD ZONE AREA AYES NO
Fl NISHED FLOOR ELEVATIONS
- - - - . . . . . .. .. . . . . . . . . . . . . . . . . . . . . .
BUILDER COMPANY IVE 1jQ\14 '�O LA k bCJ1QAPrA9.
SIGNATURE REGISTERED ICY/ N FEECURRE!,
':[< At IAI f1l)AM&IIAA
b2m# ? NLAP 1�I 1_)01 N J
LAddess License# Qlo-7 l b
ELECTRICIAN COMPANY =VVL3LIC
SIGNATURE REGISTERED Y/ N CURRE% Y/N
I
Add. License#1
PLUMBER COMPANY
SIGNATURE REGISTERED YIN IFFECURREN Y/N
Address I License#
MECHANICAL COMPANY =
SIGNATURE REGISTERED Y/ N FEEcuRRa I Y/N
Address License#
OTHER COMPANY =
SIGNATURE REGISTERED Y/N I FEE CURREN L_XZN J
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms:R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&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 Farms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed,
Sanitary Facilities&I dumpster.Site Work Permit for all now projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directions
Fig 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 ofAttomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fencei(Plot/Survey/Footage)
Driveways-Not over Counter if on public madways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILMES 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. ,
CONTRACTOWSIOWNEWS 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 taws 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,WaterMastewater Treatment.
- Southwest Florida Water Management District-Wells. Cypress Bayheads, Weiland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement
- Federal Aviation Authority-Runways. :
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone'W unless expressly permitted.
- If the fill material is to be used in Flood Zone W, 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 Road Zone"K 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 LENDS R OR AN ATTORNEY BEFORE RECORDING YOUR NO ICEOF COMMENCEMENT.
FLORIDA JURAT(F.S
OWNER OR AGENT CONTRACTOR
S b 3r affirmed)40 0 Subscribed and swam to(or affirmed)before me this
A AL rl I i IM7by
Wh6Wafapef499HZXno%1 It -.7have produced lin to me or has Who Is/are personally known to me or hasilhave,produced
as identification. as identification.
ANotary Public Notary Public.
Commission No. Commission No.
Name,of No bi
S"te of
Name of Notary typed,printed or stamped
an
Put"
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tJames Quillen H
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Docuaign Envelope ID:
� ����3 �� 1� 1G�0VVAs�onB�d.
��i ���� ��� �������� Lehi, LIT 84U43
Structural Group
J. Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown, PE- Civil
Director of Engineering Structural Engineering Structural Engineering
Jannes.waish@vivincso/ar.cowr kirk.oe/son@vivin*solaccmn, aaoobmomm@,ivintsolancmm
September 1O.2O2O
`
Re: Structural Engineering Services
Zenon Structure
7130 Boxer Round P|, ZephyrhiUs, FL
S'6437893; FL-01
Tn Whom b 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 aiza, opacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and vorfiooUonforms.
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 informction, 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 bm our review and
. evaluation:
A. Description ofStructure:
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 bettor with standard
construction components. The designed areas of the home consist of the following framing methods:
° Roof Section: Prefabricated trusses ot24'' oncenter. Survey photos indicate that there was free access
ho verify the framing size and spacing.
B. Loading Criteria
14.GGPSF= Dead Load (noofing/framing)
(solar panels/mounting hardware)
17.G8PSF=Total Dead Load
(based nn 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 inoto||nUon, the roof framing members appear unstable or deflect non-uniform|y, our office
should be notified before proceeding with the installation.
° EooFauten Solar Installation W;onuai, which can be found on the EooFastan Solar woboiba
. (wwmv.eoofostanoo|er.com).
2. The solar panels are 11/2" Mhick Atno time will the panels be mounted higher than 10^ above the existing
surface of the roof.
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DocuSign Envelope ID:398475A4-9752-4AD3-BBF7-AA6C43DDOAF4
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 338 270 250 579 231 107
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, -1 NE
J. Matthew Walsh, PE N 84�
FL License No. 84923
CDocuSigned by: _—
�'b�✓r� `/L.�� STATE OF
7AEE820514FE4D2... �%O� • F ���
Matthew Walsh
®
September 10,2020 8:22 AM MDT //0NA 1,0�\\\�\
This item has been electronically
signed and sealed by Matt Walsh using 09/10/2020
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 v,uvPH �. o a
DocuSign Envelope ID:398475A4-9752-4AD3-BBF7-AA6C43DDOAF4
1300 YJ Ashton Blvd.
v i-il i n a r Lehi, UT 84043
Structural Group
J.Matthew Walsh,PE Kirk M. Nelson,SE Samuel Brown,PE-Civil
Dkedor of Engineering Structural Engineering Structural EnWneedng
jmes.waish@vivintsolar.com kirtnelson@vMnisolar.com sarn.brown@v!Wnisolar.com
Structural Design Criteria
Project Address Date: September 10,2020
Zenon Residence
7130 Boxer Round PI
Zephyrhills,FL
S-6437893
Residence v-
Risk Category 11
Roof Area 2691 sf N?
Upper Floor Area 0 sf
Number of Stories I STATE OF zz
Mean Roof height 15 ft 0.
X%
Upper Floor height 0 ft �P' tOR10?---"
Location Parameters /ONAL
Latitude 28.261111 141441malO
Longitude -82.226111
Site Class D(Default)
Risk Category it
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 0.7 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS = 0.067 g 0.2 see Spectral Response Acceleration
S, = 0.034 g 1.0 see 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 - Short Period Design Spectral Acceleration
SDI = 0.054 g I Second Period Design Spectral Acceleration
Page 1 of 3 Lv,,ivLff in To . sto�d a
DocuSign Envelope ID:398475A4-9752-4AD3-BBF7-AA6C43DDOAF4
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 27.0 deg
Product Information
No.of Panels 21
Weight 3.00 psf including mounting system
Installed Area 381.2 ft?
No.of Connectors 28
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 aie 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
vnn nt, S-
'1 #
DocuSign Envelope ID:398475A4-9752-4AD3-BBF7-AA6C43DDOAF4
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
Kit= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 27.0 deg
sanchor= 48 in Horizontal spacing of roof anchors
Attib= 22.31 sf Panel Area tributary to,each roof anchor
r
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=AK41?net3o= 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
DLpanei= 3.00 psf
Zone 1 Zone 2 Zone 3
Wuplift= 46 psf 72 psf 131 psf
Abib= 22.3 sq.ft 11.2 sq.ft 5.6 sq.ft
Pig=F.S.x Attih x(0.613-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-578.7lbs -231.51bs -107.3lbs
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 Ct x W= 263 lb/in Adjusted withdrawal value
Pattow=Dpen x W,= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 579 lbs 231 lbs 107 lbs
Max Load=0.881 OK
CAPACITY= 6571bs 657 lbs 657 lbs
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1000 W/m' 5-C N
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944 400 WW 65°C M
992 200 WW
ELECTRICAL DATA I STC- MECHANICAL DATA
CS1 H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 320 W 325 W 330 W 335 W 340 W Cell Type Mono-crystalline
Opt.Operating Voltage(Vmp) 36.2 V 36.6 V 37.0 V 37.4 V 37.8 V Dimensions 1700 x992 x35 mm
Opt.Operating Current(Imp) 8.85 A 8.88 A 8.92 A 8.96 A 9.00 A (66.9 x 39.1 x 1.38 in)
Open Circuit Voltage(Voc) 44.0 V 44.1 V 44.2 V 44.3 V 44.5 V Weight 19.2 kg(42.3 lbs)
Short Circuit Current(Isc) 9.41 A 9.45 A 9.49 A 9.53 A 9.57 A Front Cover 3.2 mm tempered glass
Module Efficiency 18.98% 19.27% 19.57% 19.86% 20.16% Frame Anodized aluminium alloy
Operating Temperature -40*C-+851C ]-Box IP68,3 bypass diodes
Max.System Voltage 1 OOOV(IEC/U Q Cable 4.0 MM2(1EQ,12 AWG(UL)
TYPE 1(UL 1703)or Cable Length 1350 mm(53.1 in)
Module Fire Performance CLASS C(IEC 61730) (Including Connector)
Max.Series Fuse Rating 15A Connector T4 series or H4 UTX or MC4-EV02
Per Pallet 30 pieces
Application Classification Class A
Per Container(40'HQ) 780 pieces
Power Tolerance 05W
*Under Standard Test Conditions(STC)of irradiance of 1000 W/mz,spectrum AM 1.5 and cell
temperature of 25°C.
ELECTRICAL DATA I NMOT- TEMPERATURE CHARACTERISTICS
CS1 H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 236 W 240 W 243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/'C
Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 34.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/'C
Opt.Operating Current(Imp) 7.07 A 7.11 A 7.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%I IC
Open Circuit Voltage(Voc) 41.0 V 41.1 V 41.2 V 41.3 V 41.5 V Nominal Module Operating Temperature 44±3 IC
Short Circuit Current(Isc) 7.60 A 7.63 A 7.66 A 7.70 A 7.73 A
*Under Nominal Module Operating Temperature(N M CIT),irradiance of 800 W/M2.spe ctru m AM
1.5,ambient temperature 20°C,wind speed 1 m/s.
PARTNER SECTION
.........................................................................................................
The specifications and key features contained in this clatasheet may deviate slightly from our actual
products due to the on-going innovation and product enhancement.Canadian Solar Inc.reserves
the right to make necessary adjustment to the information described herein at any time without
further notice.
Please be kindly advised that PV modules should be handled and installed by qualified
people who have professional skills and please carefully read the safety and installation
instructions before using our PV modules.
.........................................................................................................
.............................................................I.................................................................................................................................................................................
CANADIAN SOLAR INC.
545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com
December 2019.All rights reserved,PV Module Product DatasheetV5.583JN
i
gInverter
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Phase Z
with H. D-Wave'' Techndlogy m
for North America
SE3000H-US/ SE3800H-US / SE5000H-US / SE6000H-US /
SE7600H-US SE10000H-US SE11:400H-UUS
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solar 3�C' Yai^vov�
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Optimized installation with HD-Wave technology
Specifically designed to work with ® Extremely small
power optimizers
0 Record-breaking efficiency / Built-in module-level monitoring
/ Fixed voltage inverter for longer strings / Outdoor and indoor installation
Integrated arc fault protection and rapid shutdown for ® Optional: Revenue grade data,ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy)
UL1741 SA certified,for CPUC Rule 21 grid
compliance
solaredge.com solar • ® Z
/ Single Phase Inverter
with HD-Wave Techn®l®gy for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-U.S/
SE760OH-US / SE1000OH-US / SE1140OH-US
SE300OH-US811 00O .00O .11 1111 40O
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 1600 10000 114DO @ 240V VA
3300 @ 208V I 5000 @ 208V 10000 @ 208V
3800 @ 240V 6000 @ 240V 1 11400 @ 240V
Maximum AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA
AC Output Voltage Min.-Nom.-Max V
(211-240-264) Vac
AC Output Voltage Min.-Nom.-Marc. Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.511- Hz
Maximum Continuous Output 12.5 16 21 I 25 32 42 47.5 A
Current @240V
Maximum Continuous Output - 16 - 24 - i 48.5- A
Current @208V
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240VII) 8.5 10.5 13.5 16.5 20 27 30.5 I Adc
Maximum Input Current @208VIa - I 9 13.5 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 50042 Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency gg 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 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
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/ 1"Maximum/1-2 strings/14-6 AWG 1°Maximum/1-3 strings/14-6 AWG
AWG Range
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 22/10 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 <50 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to 6011(-40'F/-40°C option)Isl 'F/-C
Protection Rating NEMA 4X(Inverter with Safety Switch)
°i For other regional settings please contact SolarEdge support
A higher current source may be used,the inverter will limit its input current to the values stated
Revenue grade inverter P/N.SExmxH-US000NNC2
"For power de-rating information refer to:https.//,w ..solaredge com/sites/detault/files/se-temperature-derating-note-na.pdf
-40 version P/N SExxxxH-US000NNU4
'0 SolarEdge Technologies.Inc All rights reserved SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SalarEdge Technologies,Inc.All ®®�
other trademarks mentioned herein are trademarks of their respective owners.Date:032019/`/Ol/ENG NAM.Subject to change w R without notice.