HomeMy WebLinkAbout20-1036 City of Zephyrhills 11111111111RERMUMN.N.MSER
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5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001036-2020
Phone: (813)780-0020
1 Fax: 813 780-0021 Issue Date: 12/04/2020
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Permit Type: Electric Service Replacement/Misc
Property Number Street Address
02 26 21 0190 00000 0140 6135 20Th Street
Owner Information Permit Information Contractor Information
Name: WILLIAM BARTON Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Add/Alter Residential LLC
Address: 6135 20Th St Building Valuation:$2,431.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$9,724.00 l
Phone: (813)469-1824 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$12,155.00 ef
Total Fees:$237.25
Amount Paid:$237.25
Date Paid:12/4/2020 11:40:57AM
Project Description
INSTALLATION ROOF MOUNT PV SOLAR
Application Fees
Electrical Plan Review Fee $44.31 Building Permit Fee $52.16
Electrical Permit Fee $88.62 Building Valuation Fee $52.16
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.
Jm4 d)W*-5e&rU
CONT CTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for permitting C
Owner's Name y M Owner Phone Number -_?y
Owner's Address t^ /-T Y rOwner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address T '� r/� / f,y+, /
JOB ADDRESS / /, / ,r',0 X�H 17i't r LOT# f�/
SUBDIVISION PARCELIO# O -Z!v 21 U��I �00000- I'I b
t09TAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK FROOA1 (,A
BUILDING SIZE SO FOOTAGE HEIGHT
BUILDING VA F ONSTR N
=ELECTRICAL $ 7 P SERVICE PR RESS ENERGY = W.R.E.C. n
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL IN ST TI0N n 7 P("
=GAS = ROOM SPECIAL OTHER
FINISHED FLOOR ELEVATIONS NE AREA =YES NO
BUILDER COMPANY (J j
SIGNATURE �►y r1n REGISTERED N FEE CURREN N
�- W Address !D lvn > VE mpfp4 License# leoob-1`/Z)
ELECTRICIAN COMPANY G
SIGNATURE 1 REGISTERED N FEE CURREN /N
Address Y10,0 'w•i7PIVA10 Ucense#IF-aAelUe (a
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN I FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O•W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fors.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meat compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required far all NEW construction.
Orrectlens.•
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 notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTION4r
,�The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than"County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—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
Lands,Water/WastewaterTreatment.
Southwest Florida ,Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNghBAORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F. 11 03)
OWNER OR AGEN CONTRACTOR
ad and sw for a subscribed and swam to(or affirmed)before me this
LO by
Who islare o me or ha ave produced Who istare personally(mown to me or haslhave produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of No ed,p d or stamped Name of Notary typed,printed or stamped
�.J Notary Public State of FtorKia
James Quillen
a� �r My Commission HH 012750
di Exprros 0912512024
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® ® ® 1800 IN Ashton Blvd.
vivint�S®lar Lehi, UT 84043
A sunrun COMPANY
J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown, PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com
November 04, 2020
Re: Structural Engineering Services
Barton Structure
6135 20th St, Zephyrhills, FL
S-6477024; 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.
• SnapNrack Installation Manual, which can be found on the SnapNrack website(https://snapnrack.com/).
vivint.S®larm
Page 1 of A SUf1run COMPANY
2. The solar panels are 1'/z" thick. At no time will the panels be mounted higher than 10" above the existing.
surface of the roof.
3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting
method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per
mount and therefore is adequate.
• RL-U SpeedSeal: (1) 5116" 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 37 35 37
Cantilever in 16 16 16 12 12 12
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�-HE
\\\ VAC E N S-
J. Matthew Walsh, PE � N 84�23 ��
FL License No. 84923 * ,oj�' + —
p STATE OF
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11/04/2020
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Page 2of2 A sunruf1 COMPANY
vivint®S®lar® 184owAshton Lehi, UT 840434043
A sunrun COMPANY
J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com
Structural Design Criteria
Project Address Date: November 4,2020
Barton Residence
6135 20th St
Zephyrhills,FL
S-6477024 \\�\�P.�'(K E w �
Residence E NSF•��
Risk Category II
Roof Area 1959 sf * Ncc123 , ,y
Upper Floor Area 0 sf —
Number of Stories 1 ? STATE OF 4u z.
Mean Roof height 15 ft O
Upper Floor height 0 ft F LOR . G
Location Parameters //jrs'ON A1-
Latitude 28.247133
Longitude -82.17171
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 0.9 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
vivint.S®lar
Page 1 of 4 A SUf1run COMPANY
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 19.0 deg
Product Information
No.of Panels 17
Weight 3.00 psf including mounting system
Installed Area 308.6 ft2
No.of Connectors 23
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 4 vivint.S®lar
A Sunrun COMPANY
1800 W Ashton Blvd.
vivint.Solar Lehi, UT 84043
A sunrun COMPANY -
J. Mafthew Walsh, Pa Kirk M.Nelson, SE Samuel Brown, PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.wa1shQsunrun.com kirk.ne1son@sunrun-com sam.brown@sunrun.com
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (0) 19.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 30.00 ft
Adjustment Factor(A) 1.47
Topographic (Kt) 1
Panel Dead Load (Pd) 3 psf
Ground Snow Load 0 psf
Flat Roof Snow Load (pf) 0 psf ASCE 7-10 Eq. 7.3-1
Slope Factor(C,.,) 0.85 ASCE 7-10 Fig. 7-2b
Panel Snow Load 0 psf Pfc,
Total Dead Load (D) 3 psf Panel Dead Load + Roof Snow Load
Portrait Landscape
Vertical Spacing (L) 67in 39in Based on length of the panel
Wind Pressure Zone 1 zone 2 Zone 3
Lookup Pressure (Pnet30) 31 psf 49 psf 89 psf ASCE 7-10 Fig. 30.5-1
Uplift Pressure W 46 psf 72 psf 131 psf \*Kzt*Pnet30
Fastener Type 5/16 Yield Equations NDS Table 12.3.1 A
Diameter 5/16 in I m 661 lbs
Fasteners 1 1 s 1248lbs
Embedment(Dpen) 2 1/2 in 11 367lbs
Load Duration (Cd) 1.6 Ill—m 380 lbs
Pullout per Inch (W) 235 lb/in III s 3981bs
11V 343 lbs
Uplift Capacity 939 lbs DpenCdW
Shear Capacity 343 1 bs Based on equations from NDS 12.3.1 A
vivint.Solar
Page 3 of 4 A sunrun COMPANY
vivin°t.S®lar® 1800 W Ashton 4043
Lehi, UT 84043
A sunrun COMPANY
J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil,
Director of Engineering Structural Engineering Structural Engineering
james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com
Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
RL-U S eedSeal 443 Ibs 238 Ibs 1
Fastener Capacity 939 Ibs 343 Ibs
Controlling Capacity 443lbs 238lbs
Portrait Zone 1 Zone 2 Zone 3
Uplift 37 in 35 in 37 in
Shear 525 in 789 in 1579 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(9)*D
Controlling Spacing 1 37 in 1 35 in 1 37 in
Landscape Zone 1 Zone 2 Zone 3 Capacity
Uplift 63 in 59 in 64 in L*0.6(D-W)
Shear 900 in 1353 in 2706 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D
Controlling Spacing 48 in 48 in 48 in
OR WIN
Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing
Portrait 17 sf 11 sf 6 sf
Landscape 13 sf 9 sf 4 sf
Demand in Uplift kb*0.6(Pd-W)
Portrait 443lbs 443lbs 443lbs
Landscape 338lbs 359lbs 333lbs
Capacity in Uplift 443lbs 443lbs 443lbs Max Utilization=1.00
Demand in Shear Atrib*SIN(A)*D
Portrait 17lbs 10lbs 6lbs
Landscape 13lbs 8lbs 4lbs
Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.07
vivint.S®lar'
Page 4 of 4 A surlrun COMPANY
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ELECTRICAL DATA STC* MECHANICAL DATA
CS1H 320MS 325MS 330MS 335MS 34OMS 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 Ibs)
Short Circuit Current(Isc) 9.41 A 9.45 A j 9.49 A 9.53 A 957 A Front Cover 3.2 mm tempered glass
Module Efficiency 18.98% 19.27%' 19.57% 19.86% 20.160h Frame Anodized aluminium alloy
Operating Temperature -40*C-+85°C J-Box IP68,3 bypass diodes
Max.System Voltage 1000V(IEC/UL) Cable 4.0 mm2(IEC),12 AWG(UL)
TYPE 1(UL 1703)'or Cable Length 1350 mm(53.1 in)
Module Fire Performance CLASS C(ZEC 61730) (Including Connector)
Connector T4 series or H4 UTX or MC4-EV02
Max.Series Fuse Rating 15 A 11
Per Pallet 30 pieces
Application Classification Class A
Per Container(40`HQ) 780 pieces
Power Tolerance 0-+5 W
*Under Standard Test Conditions(STC)of irradiance of 1000 W/m',spectrum AM 1.5 and cell
temperature of 251C.
ELECTRICAL DATA I NMOT* TEMPERATURE CHARACTERISTICS
C51H 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%f°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%/°C
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*C
Short Circuit Current(Isc) 7.60 A 7.63 A 7.66 A 7.70 A 7.73 A
* Te under Nominal Module Operating mperature(NMoT),irradiance of Boo W/m'�spectrum AM
1.5,ambient temperature 20°C,wind speed 1 m/s.
PARTNER SECTION
........................... ............................................................
(
i
I
The specifications and key features contained in this datasheef may deviate slightly from our actual
products due to the on-going innovation and product enhance'nent_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. '
............................................................................... !...................._...................................................------"..........................................................
..._.............
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 Datasheet V5.583_EN
I
Single Phase Inverter
• C
with HD-Wave Technol
0
9y . m
for North America
SE3000H-US/ SE3800H'-US / SE5000H-US / SE6000H-US /
SE7600WUS / SE1'0'000H-US / SE11400WUS
-25
- YEAR
Sour ...Y
m,
a.-ilk.,,nvu
'67
Ln
. 10 solar=11 —HID—
-. • o. - 1 w • T o.
Optimized installation with HD-Wave technology
/ Specifically designed to work with / Extremely small
power optimizers
/ 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=@@
i
/ Single Phase Inverter
with H D-Wave Technology for North America
11
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
SE760OH-US / SE10000H-US / SE1140OH-US
OUTPUT
3800 @ 240V 6000 @ 240V 11400 @ 240V
Rated AC Power Output 3000 3300 @ 20,8V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA
3800 @ 240V 6000 @ 240V 11400 @ 240V
Maximum AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.50) Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current @240V
Maximum Continuous Output _ 16 24 - - 48.5 A
Current @208V
GFDI Threshold j 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power @240V 4650 59COl 1 7750 1 9300 1 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 @240V121 8.5 10.5 13.5 16.5 1 20 27 30.5 Adc
Maximum Input Current @208VO - 9 13.5 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 60042 Sensitivity
Maximum Inverter Efficiency 99 99.2 o/
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 1UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFC)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+601"(-40'F/-40'C option)(') F/'C
Protection Rating NEMA 4X(Inverter with Safety Switch)
")For other regional settings please contact SolarEdge support
m A higher current source may be used;the inverter will limit its input current to the Jalues stated
•�Revenue grade inverter P/N SExxxxH-US000NNC2
"For power de-rating information refer to.https://www.solaredge.ccm/sites/defaulVfiles/se-temperature-derating-note-na.pdf
')-40 version P/N:SExxxxH-US000NNU4
:J SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All ®®IL7
other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019N 'l®01/ENG NAM.Subject to change without notice. S
INSTR#202020491 1 OR BK 1 0228 PG 1138 Page 1 of 1
12/04/2020 10:09 AM Rcpt:2233639 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No-!)�?-Z Q'Z/ 00.y 09 0 .Q 4 V
NOTICE OF COMMENCEMENT
Statecf Florida County of Pasco
I
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and ire accordance with Chapter 713,Florida Statutes,
the fol ovkg information is provided in this Notice of Commencement
1. Description of Property:Parcel Identification No.
Street Address:ifJ 2) 20 A� 5
2. General Descffpticn of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee informaatiCon lf the Lessee contracted for the improvement
W i *CAN) 1- bpi pp
6 mph Zt✓ YCki I'
Address City State
Interest in Properly.
Name of Fee Simple TNeholder.
(If different from Owner listed above)Add Fib
4. contrr�acbor NY�Int Solar Developer,LLC City Statef�
5100 W Hanrta Ave Tampa FI._3294
Address city State •m .`.
Contractors Telephone No.: U G�
-e�St
5. Surety:
Name ��.�,�' �'-♦; !;f:a
Address City State
Amount of Bond:9 Telephone No.: y ,i yr"•.
k.
S. Lender.
Name -np p
Address City Strre � e�
Lenders Telephone No.:
7. Persons within the Staten(Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes: -
Name
Address City State
Telephone Number of Designated Person:
e. In addition to himself,the owner designates of
to receive a copy of the Liences Notice as provided in Section 713.13(1)(b),Florida Statutes LLI W
Telephone Number of Person or Entity Designated by Owner. Q z U J LLI
LU S. Expiration date of Notice of Commencement(the expiration date may not be before the completions of cp and final pa t to the LL
contractor,but will be one year from the data of recording unless a different data is speaTied): 1.•�H �� ® z Z3 I— a
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE�NOTICE OF COMMENCEMENT C7 Q U - J
RESULTO IN
NIOYOURD PAYINGPTWICE PAYMENTS
FOR IMPROVEMENTS TO YOER UR PART
PROPERTY. A SECTION
NOTICE OF FLORIDA
COMMENCEMENT MUST BE Q U f- !� U W
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT CL W (n U U
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. = Z J
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best 0 O O U r
of my knowledge and belief. /r ( >- W O O W
STATEOFFLORIDA LL
COUNTY OF PASCO " 1/ Y' a W-O U.
Signature of Owner or Lessee,or Owners or Lessee's Authorized Q O Q
Officer uectodPartner/M2n2gge'r U 2 tfiJ
SignatorysT Office '-/ LL U m 0 C)
The foregoing instrument was aolmowledO•bQfa4 rr7this�dayot��20Qby �`IIIt�' � Q CC � LL = Q
as 1/Y f\�( (type of audwrihj,e.g.,officer,trustee,attorney in tore*for � V U O Q
(name of on behalf of wh i nt was executed). O Q � Q
Personalty Known❑O Produced Ides 'an Notary Signature W Q LLJ
Type of Identification Produced Name(Print)-_ �l�•�/ rQ
i � W W
rY]
"+ Notary Ptrblle Stets d Florida
Anthony Baftne
My CoMmiften GG 983833
�a Expires 03/01/2024
wpdata/bes/nedcecammaneement_rc053048
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