HomeMy WebLinkAbout19-21325 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21325
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:21325 Issued: 6/04/2019 Address: 6896 SILVERADO RANCH BLVD
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est.Value: Book: Page:
Cost: 9,548.00 Total Fees: 195.00 Subdivision: SILVERADO
Amount Paid: 195.00 Date Paid: 6/04/2019 Parcel Number: 05-26-21-0080-00700-0020
CONTRACTOR,INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: KOSSOW, JACK & SMITHSON, CAROLY
Addr: 4931 N 300 W Address: 6505 SPARKLING WAY
PROVO, UT. 84604 WESLEY CHAPEL, FL 33545-4864
Phone: (877)479-1670 Lic: Phone:
Work Desc: INSTALLATION PHOTOVOLTAIC SOLAR PANEL ON ROOF TOP
APPLICATION FEES
ELECTRICAL FEE 120.00 BUILDING FEE 75.00
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER \n
FINAL V1
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.
NTRA O PER OFFI
PERMI XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOUP
ALL 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 Receiv
Phone Contact for Permitting
............. ........r"',
Owner's Name A K.0 IS 0 Owner Phone Number
Owner's Address
,VU,qbo pptVC Owner Phone Number
L Owner Phone Number
JOB ADDRESS F& `767 LOT#
SUBDIVISION F PARCELID#F_
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH
e INSTALL REPAIR
PROPOSED USE 00 SFR COMM OTHER
TYPE OF CONSTRUCTION E5 BLOCK FRAME u STEEL
DESCRIPTION OF WORK Y SLtftT_CQN1 OF TC A eaQTQV M q JL_ _O(AR PFIN U
BUILDING SIZE F_ SO FOOTAGE HEIGHT
I /1BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL 1$ AMP SERVICE 0 DUKE ENERGY Q W.R.E.C.
=PLUMBING 1$ 4'
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
I
BUILDER COMPANY VT_Y" LAR hrV&Oeg
SIGNATURE REGISTERED L-Y/ N FEE CURREN N
Address
License# FE�__13 QQ 1,-7 L/6
06W,PnfdA1" #YL MHPA r�a
ELECTRICIAN 0OMPANY
4 tiprR
SIGNATURE N FEE CURREN 8W N
REGISTERED
Address 6)100_W,�_'IAWAJVAI -1-113"p-4 License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LKLN__J
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
HHHH! HH! HHHHHHHHHHH++ I I I I I I f ff
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 wl 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 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 all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans. .
****PROPERTY SURVEY required for all NEW construction.
iml-11111
Directions: --- -- ------- --------------
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of.contractlrequired)
Reroofs if shingles Sewers_... S-er'v'i'c';"Upgrades.,:'A/C': Fences(Plot(Survey/Footage)
Driveways-Not over Counter�,if oh-,bubil&idi�a dlw' a'ys.-.-tibed S' ROW
` .
NOTICE OF DEED The undersigned understands that this permit may baoubhant*o^deed^rmsthnUono^
��/� may � mn� ���� [�nC�r�r�u�r �. T� un���n� ��m� responsibility' 1��m��n�w� o�
applicable deed restrictions.. ' fp
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired o 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 o contractor or contnactoru, he is advised to have the contractor(s) sign
portions of the "contractor B|ooh^ of this application notion for which they will be responsible. If you, as the owner sign` 'a the
oontnaotor, that may be on indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IM0PACT/UTULUTYESyK0PACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply hm the construction of new buildings, change mf
use in existing buUdingn, or expansion of existing bui|dinga, as specified in Pasco County Ordinance numbar8Q-O7 and
90-07. as amended. The undersigned also undorotanda, that such feee, as maybe 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 o "certificate of occupancy" or final pmvvar 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 Counh/ VVatmr/Sevvar 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): |f valuation of work im $2.6DD.00ormore, |
certify that |' the applicant, have been provided with o copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver itbo the^ovvner" prior bocommencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating oonmt,uction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. | certify that no work or installation has
commenced prior to issuance of permit and that all work will be performed to meet standards of all |ovxo regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. | 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 ofEnvironmental Protection-Cypress Bayheadn. Wetland Areas and Environmentally Sensitive
Lands,VVatmr/Woatex*sbyrTromtment.
- Southwest Florida VVa&mr Management District-Wells, Cypress Boyheadm, VVmUend Anoao, Altering
Watercourses.
- Army Corps ofEnginaero'SeevvaUs. Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health UnitVVeUs' Wastewater Treatment,
Septic Tanks.
' UG Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authohb+Runxxmyn.
| understand that the following restrictions apply bnthe use offill:
- Use of fill io not allowed in Flood Zone^V^unless expressly permitted.
- If the fill material is to be used in Flood Zone ^A", it in understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed by the State ofFlorida.
- If the fill material is to be used in Flood Zone ^A^ in connection with a permitted building using stem vva||
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. | certify that use of such UU will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent propertiao, 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 iorequired.
|f} amthe 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. | understand that separate permit may be required for electrical work,
p/umb)ng, oiQns, vmaUe, poo|e, air conditioning. gas, or other installations not specifically included in the application. A
permit issued shall be construed to be o license to proceed with the work and not as authority to vio|ahy, uanne|, o|bar, 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 iosuanoe, 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 nequeeted, in vvritinQ, from the Building Official for o period not to exceed ninety (gU) 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 05-eSMMENCEMENT.
OWNER OR AGENT oOmTm/xCTo
Subscribed and swom to(or affirmed)before me this Subscribed and s rn to or 61fif 11 re me this A
Who islare personally known to me or has/have produced Who is/are��lly k!yb to me or has/have produced
asidentification. as identification.
-Notary Publin Notary Public
Commission No. co ' sion
oW
,iWuvun
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 00 ✓1& ill
Date Received: Jr` 2/` t 9
Site:
Permit Type: 1� I'+t o} � b/� �� �JiyO� 1 .0
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
MAY
3 D 2919
Ka in er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2019086944 OR BK 991 Q PG 803 Page 1 of 1
0512212019 09:51 AM Rcpt:2056905 Rec:10.00 IDS:0.00 IT:0.00
Paula S.O'Neil PhDyPasco County clerk&Compt'rotTer
Permit No. Parcel ID No. 66700 -no a o
NOTICE OF COMMENCEMENT
State of Florida Canty or Pasco ;
THE UNDERSIGNED hereby gives notice that Improvement Wfl.be made to certain real property,and In accordance-with Chapter 713,Fforlda Statutes,
the following Information Is provided In this Notice of Canmencemerdt
1. Description of Property.Parcel Identification No.
Street Address:68 L t/Elf-X-)Z A uCt-1-BLV-D
2 General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Information if the Lessee contracted for the improvement T
689� _ J-V�iag-ffit'd '1flItX?+t rBt-V D ZEPff IEf?It.CS, L
Address city State
Interest In Property:
Name of Fee Simple Titleholder.
Of different from Owner listed above)
a. Address Contractor. Vint Solar Developer,LLC CRY SretContractor.
Name
5100 W Hanna Ave Tampa FC-33634
Address City State
Contractors Telephone No,: (813)359-0634
5 Surety
Name
Address City state
Amount of Bond:$ Telephone No.:
8. Lender , I �,
Name
Address city state sue.;;M't��:. --` ^r•. o e9
Lender's TelephoneNo.: Ira '
� •�, r34�YtF$��° �••was n'y-`Y' �
7. Persons within the State of Florida designated fry the owner upon whom notices or other documents may be served as provided by '9 h^ x
Section 713.13(1)(a)(7),Florida Statutes:
Name
- Address City State
Telephone Number of Designated Person:
a. In addition to.htmself,the owner designates of
to receive a cony oT the Lienors Notice as'limvided In Sectlon 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner. X
W (�
9. Expiration date of Notice of Commencement One expiration date may not be before the completion of n and.flnAi paymert to the U)
=trpuctl� LJ !L n-q u J
contractor,but will be one year from the date of recording unless a different date is sped": III 1 6 1 Q 19 0 �, tL - 1 U
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Z {- ` I
O
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Q C> _ 'V Ci
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT - f 3- p ,q;ja (1- W
-WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Ib W ;L En p
Under penalty of perjury,I darters that I have reed the foegdng notice of c nmerrcannant and that the fads stated therein are true to the-best O = Zy ,
of my knaxAedge and belief. LL
ULI
STATE OF FLORIDA Z O O
COUNTY OF PASCO I— } C-) LL
S of Own r or Lessee,or Owners or Lessee's Aufhorized E� F- 0-
nxrlDfrectar/PanlnedM e U 2 O
'' JJ ZUU
OW NE. Ie. � A0-K. 14S S0'J-J
Slgnateys TWOffice fa } U al p LL
� NLLELJ � z O _
The foregoing Instrument was acknuwiedged before me We day of d, 2t!</try "r a C� "'��o w Ea Q' CL S Q
es W h E✓ (type of authority,e.g.,efficer,.trus attorney In fact)for W %D O C3
�d�� (name f party on petratr or whom inslnumert was emoted). L_ U U G Q
L_ pp0
Personal Known❑g@ Produced Idenditicatlan�� Notary Signature C F Z W
Type of Identification Produced�1 U r i^S L:e!�,c� Name(Print) o�i1-1'0. c�0('1 r+S b^ U —1 AAK
t Cf. =)
F— F— O a m
Roberta Jolru011
J AP .,)(N�QanritMrlon.411 Fill"
6g1Yes otW11�•
.rs . }peN*,FF9oT71T::',,
wpdatemcsrno9ceeomm cernert_ocO5304e
• •
v'vi r � � :� '� �j� 1800 W Ashton Blvd.
• .1;C �-'" J Lehi, LIT 84043
Structural Group
J.Matthew Walsh, PE Samuel Brown, PE-Civil
Senior Structural Engineering Manager Structural Engineering
james.walshCaa vivintsolar.com sam.brownCavivintsolar.com
May 13, 2019
Re: Structural Engineering Services
Kossow Residence
6896 Silverado Ranch Blvd,Zephyrhills, FL
S-6098881; 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 is 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 and consists of the following:
• 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
8.02 PSF= Dead Load (roofing/framing)
2.59 PSF= Dead Load (solar panels/mounting hardware)
10.61 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 11/2" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of2 vivif' t.
a u
Page 2of2
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 Solar: (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. 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 335 267 247 566 451 417
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.
�ol%I I I I I///,//
HEW
Regards,
J. Matthew Walsh, PE * No 84
FL License No. 84923
p STATE OF
p� lV
SSL�NA ����\
rllnl►1
05/13/2019
®I ivi nt. �,
�� 1
�+vi® ��^•.� s w' 1800 W Ashton Blvd.
vin 1 Lehi, UT 84043
Structural Group
J. Matthew Walsh, PE Samuel Brown, PE-Civil
Senior Structural Engineering Manager Structural Engineering
james.walsh@vivintsolarcom sam.brown@vivintsolar.com
Structural Analysis Report
Project Address Date: May 13,2019
Kossow Residence
6896 Silverado Ranch Blvd
Zephyrhills,FL
5-6098881
Residence
Roof Area 2878 sf
Upper Floor Area 0 sf
Number of Stories 1
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 15 ft
Upper Floor height 0 ft
Location Parameters
Latitude 33.841
Longitude -117.85
Site Class D
Risk Category II
Seismic Parameters
Ss = 1.50 g 0.2 sec Spectral Response Acceleration
S1 = 0.55 g 1.0 sec Spectral Response Acceleration
Fa = 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS = 1.00 g Short Period Design Spectral Acceleration
SD1 = 0.55 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 27.0 deg
Product Information \\��\\11
No.of Panels 14 \\�� P, Z H E W bl,,
Weight 2.59 psf including mounting system �� ��GE11SF•,X
Installed Area 246.2 ft2
No.of Connectors 19 = * No 84.E
10 , STATE OF ;
•�tORIOP'•"G�?���
�NAI ?\\\5/13/2019
Page 1 of 3 'v' , J
v,� --
Existing Structural Elements Carrying Gravity Load
2015 IEBC/2015 IRC/2017 FBC
Existing
Roof Dead Load Roof Live Load
4 psf Composite Shingle 20 psf
2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load
0 psf Ceiling,Mechanical,Electrical 0 psf
1 psf Miscellaneous
8 psf TOTAL
Wall Dead Load
S ft Wall Height
300 ft Wall Length
12 psf Wall Weight
Additional
Roof Dead Load Roof Live Load with Solar Panels
2.59 psf Solar Panel Weight 0 psf
Total per Rafter
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
56.04,plf
Total New Roof Load=DLRooF+DL,,DD+(LLRooF or Snow)x Spacing
21.22 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-62.14%
Total New Gravity Loads are less than Existing Loads.OK
2015 IEBC Section 707.2 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1. Structural
elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2017 FBC Section AJ104.1 states:
"Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconstruction shall not be required to be evaluated."
Page 2 of 3 _
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
KZt= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 27.0 deg
sanchor= 48 in Horizontal spacing of roof anchors
Atab= 21.60 sf Panel Area tributary to each roof anchor
Pnet3o 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=/\KztPnet3o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Atrib= 21.60 ft`
DLpanel= 2.59 psf
Zone 1 Zone 2 Zone 3
W„Ptia= 46 psf 72 psf 131 psf
Ptag=F.S.x AtRb x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-565.6lbs -450.9lbs -416.7lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
DpCn= 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'=Co x Ct x W= 263 lb/in Adjusted withdrawal value
Pallow=Dpe1 x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 566 lbs 451 lbs 417 lbs
Max Load=0.861 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 '�' s `
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• e D rawi
rigs,
• e- - D-•• •-
992±2mm(39M') 40mm(1 ST) 942±2mm(37.09') Current-Voltage&Power-Voltage Temperature Dependence
a-I _ L Curves(310W) of lsc,Voc,Pmax
IIIIhil IIII I II :!!'1� 350 160
IIII I• I,I'i I,'I!
II! IIII li'ii !' a
3 zs° u�=0
IIIII II I IIII IIII IIII'I!I 3 � � ° ISC
III F Voc
IIIII II I!' Ili I!!II Iiili 0 E 60
t�]
-50 -x5 0 211
Voltage(v) Crll Temperature(°q
Cell Type Monocrystalline PERC 156x156mm(6 inch)
--` - No of Cells 6((6x10)
-- Dimensions 165Ox992x4Omm 64.97x39.06xl.57 inch)
l
$ -------L' - Weight 18.5 kg(40.8lbs.)
Front Glass 3.2mm,Anti-reflection Coating,
High Transmission,Low Iron,Tempered Glass
Packaging Configurations Frame Anodized Aluminium Alloy(Black)
(Two boxes=One Pallet) Junction Box IP67 Rated
26 pcs/box,52 pcs/pallet,728 pcs/40'HQ Container Output Cables 12 AWG,Length:900mm(35.43 inch)
- Fire Type - - Type 1 -
VSPECIFICAT,i
Module Type JKM290M-60 JKM295M-60 JKM30OM-60 JKM305M-60 JKN131OM-60
STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Y
Maximum Power(Pmax) 29OWp 216Wp 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 31OWp 231Wp
Maximum Power Voltage(Vmp) 32.2V 30.2V 32AV 30AV 32.6V 30.6V 32.8V 30.8V 33.0V 31.0V
Maximum Power Current(Imp) 9.02A 7.15A 9.1OA 7.24A 9.21A 7.32A 9.30A 7A0A 9.40A 7.49A
Open-circuit Voltage(Voc) _ 39.5V 36.6V 39,7V 36.8V 40.1V 37.OV 40.3V 372V 40.5V 37AV
Short-circuit Current(Isc) 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A 9.83A 8.12A 9.92A 8.20A
Module Efficiency STC(%)-- - 17.72% 18.02% - 18.33% 18.63% 18.94% -- —
Operating Temperature(°C) -40°C-+85°C
Maximum System Voltage 1000VDC(UL and IEC)
Maximum Series Fuse Rating 20A
Power Tolerance - 0-+3% -
Temperature Coefficients of Pmax 0.39%/°C
Temperature Coefficients of V6c 0.29%/°C
Temperature Coefficients of Isc 0.048%PC
Nominal Operating Cell Temperature (NOCT) 45±2°C
STC: 19cIrradiance 1000W/m2 ! Cell Temperature 25°C AM=1.5
NOCT: `!a-Irradiance 800W/m2 Ambient Temperature 20°C '1�... AM=1.5 .� Wind Speed 1I
` Power measurement tolerance:±3%
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheel are subject to change without notice.
US-MKT-310M-60 1.0 rev2017
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for single pha •
NoCth America se ln�e,ters
SE30001q-US I SE3800H_U
SE7500H US S/SE5000H-US
Y I SE6000H_US f •
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Fixed breaking efficiency power �aYe technOip
voltage optimizers
.gY
" Integrated ge inverter for Ion+ grated arc fault protec ger strings
UL1741 SA certified, bon and rapid
Extremely smaan for CpUC Rule 21 gd down for NEC 2014 an
Ar but
High reliability
d east to in or
j'
bilitY without stall outdoors d 2017 Per arncte 690.11 a
.Built ule- any electrolytic °r Indoors and 6g0=12
.. -Built-in mod' level monitoring
Optional: capacitors
Revenue grade-data,ANSI C12.20 Class / /1►r
USA'CANADA-GERMANY _ Q5(0.5�8ccuraC - �
SOUTH AfRICA•P UK ITALY-THE NET Y) i- OLAND-CZECH REPUBLIC HERLANDS-lAPAN-CHINA-AUSTRAUA-ISRAEL-PRANCE-BELGtUM-TURKEY- `/�/a Ve
I NDIA-R U tGAR'"OMANIA-HUNGARY-SWEDEN-
www.solaredge.us
solar Single Phase Inverters for North America'
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000H-US SE380OH-US SESOOOH-US SE6000H-US SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
................. .................... ................... ...........
Max.AC Power Output 3000 3800 5000 6000 7600 VA
.................... I................... ....... Ro ....... ...................
AC Output Voltage Min.-Nam.Max.(183 208-229) - ✓ Vac
......... ................... ..
AC Output Voltage Min:Nam:Max.(211-240-264) ✓ ✓ ✓ ✓ I ✓ Vac
AC Frequency(Nominal) 59.3-60-60.5 f Hz
.................................................I....... ................... ................... ................... ............
Maximum Continuous Output Current 208V 24 I A
Maximum Continuous Output Current 240V 12:5 16 21 25 32 A
........... ...........1................... ............
GFDI Threshold 1 A
...................................................... ....................................................
Utility Monitoring,Is an Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power 4650 1.......5900.......I 7750 9300 I 11800 W....
....................... ................................. .
Transformer-less,Ungrounded Yes
........................ ................................ ................................................................................................... ............
Maximum Input Voltage 480 Vdc
......................................................... .................................... ..........................................
Nominal DC Input Voltage 380 400 Vdc
1................... ............
Maximum Input Current 208V 1zi 13.5 Adc
......................................................... ................... ...... .... .........
Maximum Input Current 240V(Z) 8.5 10:5 13.5 16.5 20 Adc
........... .... .�................... ...... ...I..... ..
Max.Input Short Circuit Current 45 Adc
..................................................... ...............................................................................................................
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 60Oksa Sensitivi
........................................................ t.
................ ..........................
Maximum Inverter Efficiency 99 99.2
......................................................... .................................... ...........................................I.....o......
CEC Weighted Efficiency 99
........................................... ................... ............................................................................... ...........
Nighttime Power Consumption <2.5 ( W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,Zigeee(optional),Cellular(optional)
................................ ...... ..................................I............. ............
Revenue Grade Data,ANSI C12.20 Optional01
Rapid Shutdown-NEC 2014 and 2017 690.12 I 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 0.75-1" Conduit/14-6 AWG
......................................................... ................................................................................................... .............
DC Input Conduit Size/#i of Strings/AWG Range 0:75.1" Conduit/1.2 strings/14-6 AWG
.....
. -, , 46x68 /450x370x174 1. in/mm
Dimensions with Safety Switch HxWxD
Weight with Safety Sw tch.. ... ... ... ... ................22/10...... .17 7 x 1) 25.1/11.4 26.2 J 11.9 Ib/kg
Nois <25e
............ ..................... ...................... ...............................................................................
Natural
convection and
Cooling Natural Convection internal fan
(user
.... ....... ................................. ... ...... ................. ................. ....................... .............. .....!...replaceable). .l.. .........
Operating Temperature Range -13 to+140/-25 to+6011)(-40'F/-40'C option)Is1 i `F/'C
.. ............. ....................................
Protection Rating N E M A 3R(Inverter with Safety Switch)
......................................................... ....................................................................I............
j11 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
j31 Revenue grade inverter P/N:SExxxxH-US000NNC2
0:Power de-rating from 50-C
1s-40 version P/N:SExxxxH-USOOONNU4
RoHiS
0SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE. -1090,••