HomeMy WebLinkAbout19-21326 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21326
ELECTRICAL PERMIT
- ,.,PERMIT INFORMATION LOCATION INFORMATION
Permit#:21326 Issued: 6/04/2019 Address: 6581 WAGON TRAIL ST
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: 16,368.00 Total Fees: 255.00 Subdivision: SILVERADO
Amount Paid: 255.00 Date Paid: 6/04/2019 Parcel Number: 05-26-21-0080-00600-0290
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: POWELL, JODEEN TIANN
Addr: 4931 N 300 W Address: 6581 WAGON TRAIL ST
PROVO, UT. 84604 ZEPHYRHILLS, FL 33541-2557
Phone: (877)479-1670 Lic: Phone:
Work Desc: INSTALL ROOF MOUNT PHOTOVOLTAIC-SOLAR PANEL SYSTEM
APPLICATION FEES
ELECTRICAL FEE 165.00 BUILDING FEE 90.00
SINS EC I S REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL �r
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 renspection.
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.
CT R _PERNTrC5Fr1
PERMIT PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
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 3ts --
Owner's Name L Owner Phone Number
Owner's Address T Owner Phone Number
P L Owner Phone Number
JOB ADDRESS toSSI W -rL ET N LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR R
ADD/ALT [� SIGN 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q /�
DESCRIPTION OF WORK Z (}' r- N P14 1l G 1' rib
BUILDING SIZE SQ FOOTAGE= HEIGHT
BUILDING $ 3. 2-73 U6- VALUATION OF TOTAL CONSTRUCTION
•
ELECTRICAL $ . AMP SERVICE = DUKE ENERGY = W.R.E.C.
=PLUMBING $ r p
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY V (, IQ "faI�
SIGNATURE REGISTERED / N__J FEE CURREN --21\/N
Address License#
// . V
ELECTRICIAN lCk ANY P
SIGNATURE REGISTERED /®/ N FEE CURREN /N
Address a License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
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&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.
14
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;Attomey:(fdr the.&rOer),yvould be someone with notarized letter from owner authorizing same
OVER THE COUNTER.PERMITTING" (8bpy o coritracf.'required)
Reroofs if shingles :Sewers :,;,.':.::Service Upgrad@s A/C;`: Fences(Plot/Survey/Footage) '
Driveways-Not over Counter if-on pf1b1i_c'i a&iays..needs ROW
NOTICE OF DEEDRESTRICTIONS: The undersigned understands that this permit may be sub�������
wh�hmay be more reothct�ethan County regu|o1'ono The ibim^ �
/ . an��ume� reopono tyfornornp|ianomxv�hmny
applicable deed naathoUons.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: |f 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 |ovv. 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. Furthormora, if the owner has hired e contractor or oVntnactorn, he in advised to have the contractor(s) sign
portions of the "contractor Block" of this application on for which they will be responsible. If you, as the owner sign' as the
nontractor, that maybe 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 bui|dingn, change of
use in existing bui|dingn, or expansion of existing bui/dingo, as specified in Pasco County Ordinance numnber@g-O7 and
90-07. as amended. The undersigned also undmrotandn, that such feee, as may be due, will be identified ot the time of
permitting. It im further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving e ^oedKlnabs of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power no|eaoe, the fees must be paid prior to permit issuance. Furthermore, if Pasco CountyVVoher/Sevvmr 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, assmnemdmd): |f valuation of work im $2.5OO.00ormore, |
certify that |, the applicant, have been provided with o copy of the "Florida Construction Limn 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"mvvner"prior tocommencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application in 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. | certify that no work or installation has
commenced prior to issuance of permit and that all vm»rh will be performed to meet standards of all |ovxa 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 bo identify what actions ( must take bobeincompliance. Such agencies include but are not limited to:
' Department ofEnvironmental Protection-Cypress Bayheodo, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management Oiotrict-N/a||a' Cypress Bayhoada, Wetland Areon, Altering
Watercourses.
- Army Corps ofEngineeno-8eowoUs. Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unii4Ne||s, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authohb+Runwoyo.
| understand that the following restrictions apply to the use of fill:
- Use of fill in not allowed in Flood Zone^V^unless expressly permitted.
- If the fill msdaha| in to be used in Flood Zone "4". it is understood that e drainage plan addressing a
.,compensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed-by the State VfFlorida.
- If the fill material in to be used in Flood Zone ^A^ in connection with a. permitted building using stem xvaU
construction, I certify that fill will be used only to fill the area within the stem wall.
' If fill moheho| is to be used in any area, | nadifv that use of such fill will not adversely affect adjacent
properties. If use of fill in found to adversely affect adjacent pnoperties, the owner may be cited for violating
the conditions of the building permit issued under the attached pann/t application, for |nte /moo than one M\
acre which are elevated by fill, an engineered drainage plan is required.
|f| ommthe 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 o separate permit may be required for electrical xvork,
plumbing, signs, vveUa, poo|o, air conditioning, gaa, or other installations not specifically included in the application. &
permit issued shall be construed to be a license to proceed with the work and not as authority toviolate, cancel, alter, or
set aside any provisions of the technical oodms, nor shall issuance of 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 imauonce, 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 vmiUng, from the Building Official for a period not to exceed ninob/ (AO) days and will demonstrate
justifiable cause for the extension, |f work ceases for ninety(QO)consecutive days, the job ia considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IFYOU INTEND T0 OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE-RECORDING YOUR NOTICEA)F-ISOMMtN-CEMENT.
rLwn`unovnx/ (r.o. '/'.vo) ) -
OWNER OR AGENT
Subscribed and sworn to(or affirmed)before me this Subscribed and s4v6rn-to(or a i e rore mh t6is
Who is/are personally known to me or has/have produced Whoi7s_/a_re e�onally k (own to me or hasthave produced
as identification. 7 as identification.
Notary Public 1�1:ULI Ae— - _.. Notary Public
Commission No. Comm s§«�nN
rLaeiOFF
W
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: t/j�), A—�
Date Received:
T—2,1—
Site: wo / W�
Permit Type: n( 4,, l/y
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.
KaINdli Sw zer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
iNSTR#2019086945 OR BK 9910 PG 804. page 1 of 1
05/22/2019 09:51 AM Rcpt:2056905 Rec:10.00 DS:0.00 IT:0.00
Paula S.O'NeiC Pk.D.,Pasco County CCerk&Com troller
i .
Permit No. Parcel ID No { 15-ra&a all ^ lJl lB lJ ^1J11Q0n`�a�10
NOTICE OF COMMENCEMENT
state of 'Florida county Of Pasco
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the following Information Is provided In this Notice of Commencement
1. Description of Property: Parcel Identification No.
Street Address: S • . -3
z General Description of Improvement nstallaban of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information if the Lessee contracted for the Irnprovanent
�0aee0 'f. P0L-j0-
S'1 (wlaeaet ►a;l Sire 1' 2to halls
Address city
Interest in Property:
Name of Fee Simple rrtieholder
Of different from Owner listed above)
Adds Vivint Solar Developer,LLC city state
4. contractor
Name
5100 W Hanna Ave Taros FL-M3a
Address city State
Contrador's Telephone No.: (813)359-0634
5. Surety.
Name
Address- City
Amount of Bond:$ -Telephone No:
6. Lender.
Name
Address city state �t '` ''r ,1^?a m
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
- Section 713.13(1)(a)(7),Florida Stahrtes: q i p
j Name �a Z�
Address city State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of_ W X
to receive a copy of the Uenoes Notice as provided in Section 713.13(1)(b),Florida Statutes. U) "� u �_
Telephone Nrrinber of Person or Erdity Designated by Owrer. � � LL U.
9. 1ration date of Notice of Cmmmencement 1, Z � O I- J F (the e-viration date may not be before the completion of on andpfinal-psymerd to the Fi) z U � (� H
contractor.but will be one year from the date of retarding unless a difiereM date is specified): I l a�► -1 ;� 0 �O = N 0
WARNING TO ARE CONSIDEREDEMPROPER R: ANY PAYMENTS UNDER CHAPTER 711 MADE BYTHE OWNER 3 PPARTTER E EXPIRATION OF THE 1, SE ON 713.13, FLORIDAE OF STATIJIE ANDCAN lL LENTU Z t� ty 1.J
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF-COMMENCEMENT MUST BE O = — a
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT C,
WITH YOUR LENDER OR AN ATTORNEYT3EFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I W � IX
O
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated thereirl are true to the best -_
of rtry knowledge and belief. 1�- ill O
STATE OF FLORIDA C) 1 rr
COUNTY OF PASCO Z U U
SIg tune of Owner or Lessee,or Owner's or Lessee's Authorized 1-- t--1 U
Otlicer/Dbedor/Padner/Manager is r U-
p vLLit1�Z OJ
'Anategi Powell COWAey) re 'y L Q
Signatory's Ttile/Offics _
1 p + LLI00
The foregoing instrument was acknowledged before me this Ct Q.Qi'1 `O today or`71 .„za)�!by o w 2.I l g^Q-0 0
as of 0 r7'P� (typd ofaufhority,e.g.,officer,trustee,attorney in fad)for
Ir ti�a c�!1 in►�d0 r, ( e on hehatf of who rent was executed). 8P s J
Personally Known 0 9$Produced Idermtffimatlar 13/ Notary Signature Z }
Type of Identification Produced �� .JQ 1�S Name(Prtnt) �)tw�mr ki ��t�Sn fit.I- )- 0n m
l iCe►1 t �..,.�.,
AObrli Jd�oll
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wpdaUdbcs/noflcecamme m--dj)C053048 *� Cormde w ft FF 99M?
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s
vivi nt® so I a 3 1800 We shUT 84043
Structural Group
J.Matthew Walsh,PE Samuel Brown, PE-Civil
Senior Structural Engineering Manager Structural Engineering
james.walshLa)vivintsolar.com sam.brown@)vivintsolancom
May 13, 2019
Re: Structural Engineering Services
Powell Residence
6581 Wagon Trail St, Zephyrhills, FL
S-6110486; 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 1 Yz" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of v i v i n 0,
1,
Page 2 of 2
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten 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.
�\\X\%I I I I I/////7
Regards,
J. Matthew Walsh, PE _ * N 84.. +
FL License No. 84923
STATE OF W
per, lV
t�sSF�ORIDP:�G�����\
111110
05/13/2019
ivint® S°" " r
1800 W Ashton Blvd.
V'v' 0 ; ', !r� Lehi, OJT 840M3
Structural Group
J. Matthew Walsh, PE Samuel Brown,PE-Civil
Senior Structural Engir&enng Manager Structural Engineering
james.waish@vivinrsolarcom sam.brown@vivinrsolarcom
Structural Analysis Report
Project Address Date: May 13,2019
Powell Residence
6581 Wagon Trail St
Zephyrhills,FL
S-6110486
Residence
Roof Area 2723 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
Sl = 0.55 g 1.0 sec Spectral Response Acceleration
Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
F„= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 1.00 g Short Period Design Spectral Acceleration
SDi = 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
No.of Panels 24 \����P.�'C H E W
Weight 2.59 psf including mounting system
Installed Area 422.0 ft2 S
No.of Connectors 32 N 84 123 f
p� STATE OF W i 0' • � �
%NAL-�xxG�S/13/2019
1I111111
Page 1 of 3 v' ® ' t. .;
_ ;c
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
I psf Miscellaneous
8 psf TOTAL
Wall Dead Load
8 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
K,t= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 27.0 deg
sanchor= 48 in Horizontal spacing of roof anchors
Atrib= 21.60 sf Panel Area tributary to each roof anchor
Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet='\KnPnet3o= 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
Attb= 21.60 ft`
DLpand= 2.59 psf
Zone 1 Zone 2 Zone 3
Wapiia= 46 psf 72 psf 131 psf
Piag=F.S.x Al*x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-565.61bs -450.91bs 416.7lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
Dpe„= 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
Pattow=Dpen 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
VIV'� ®
Page 3 of 3 ? �� I
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•
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Nomenclature:
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T 5 vs% drtrot7al,. e1r
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nun white a °m il"k,SOr ,Sri B Black o 90% ar nearWarranY
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Enginleenn9p,Drawings
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3 250
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_°o
Hid! 11 II I.i II;.II O `• yoc
Ii J = t55^ i yp
IIIII li II�I IIIII IIII:1 it 4 v'° soot E max
5c '
I BI,IIIIIIII II IIII!IIIIII,I III II IIII
2 5 ° Z
° Is 2° 25 uI'
ill III a0
AJ
-50 -25 ° 25 50 ,. IW
Voltage IV) Call TemperaturaM
Mechanical Characteristics
-fi
Cell Type Monocrystalline PERC 156x156nim(6 inch)
No of Cells
!_ ! Dimensions 1650x992x40mm(64.97x39.06x1.57 inch)
Weight 18.5 kg(40.8 lbs.)
- 3.2mm,Anti-reflection Coating, - I
Front Glass 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 Containerp` Output Cables 12 AWG,Length:900mm(35.43 inch)
Fire Type- -- --- --., Type l — ----T -
SPECIFICAT,IONS
Module Type JKM290M-60 JKM295M-60 JKM30OM-60 JKM305M-60 JKM31OM-60
STC NOCT SIC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) - 290Wp 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.OV 311.OV -
Maximum Power Current(Imp) 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A 9.30A 7.40A 9.40A 7.49A
Open_circuit Voltage(Voc) :-- _39.5V 36.6V-__-39.7V _36.8V_�-40.1V -37.OV--_40:3V_ 37.2V_--_40.5V--37.4V--=_--,
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 Voc_ - -0.29%/°C _
Temperature Coefficients of Isc 0.048%/C
Nominal Operating Cell Temperature (NOCT). 45±2°C'
*STC: ®:Irradiance 1000W/m2 I Kell Temperature 2S'C AM=1.5
R.
NOCT: i19:Irradiance 800W/m2 rKI AmbientTemperature 20*C 1 AM=1.5 --) Wind Speed 1m/s
* Power measurement tolerance:±3%
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT,
Oc Jinko Solar Co., Ltd.All rights reserved. Specifications included in this datasheet are subject to change without notice.
US-MKT-31OM-60 1.0 rev2017
SOjc*)rzjrr
So/arEd � Single Ph
for g a •
North America se �n�'erters
SE300OH-USI SE380OH-�
SE7000H US S�SE0400H_US�S
E6000H-US I
i
j•
solar
I
{ 12-25
w
fil ,7
,. ;; �u1 i
Optimi
' Specificaied installation
Y designed to ���h HD-Wa
Record breaking efficient Work with power optirnizeve'technology
Fixed Volta y
Integrated ge inverter for longer strings '
grated art fault protection a f
" Extr A certified,for CpN and rapid shutdown for
emel NEC J
Y small and easy to C Rule 21 grid corn 2D14 and Z017
High reliability install outdoorspliance ,per article
Built-in Y with an or indoors t rn module-level without
Y electrolytic capacitors..
Optional- Revenue grade data,ANSI
C12.20 Class 0.5/ o - ■■
USA-CANADA-GERMANY-UK-ITALY-rHENETHER(A (0.5%accUracv1 _ IIfIIIII�II��
SOl17H gFRICA-PDlAND-C.ZFCH REPO -W '
NDS IAPAN-CHJNA-AUSTRAL'A-( G V e
RLlC
SRgEI-PRANCE-BElG1UM-iURKFY-@rDIA.BULGARiq-RpA1ANIA HUNGA -RY SWEDEN-
"w.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
.................. ..................... ................... . ................... i................... ................... ............
Max.AC Power Out 3000 I 3800 5000 I 6000 7600 VA
................
... .. .....
AC Output Voltage Mm Nom Max (183 208 229) ✓ I Vac
.. ............
AC Output Voltage Min Nom Max (211 240 2..... ........✓........ ...... ✓ ....... ✓..... ........ ✓........�.........✓........ Vac...
64)
AC Frequency(Nominal) 59.3-60-60.5t'] Hz
....................... ................... ............................... .................. ............
Maximum Continuous Output Current 208V I 24 A
......... .......... ......... ...... ..
Maximum Continuous Output Current 240V 12:5 I 16 21 25 3Z A
........ ........ ......... .......... ............ . ........... ....... .......................................
GFDI Threshold 1 A
............................ . ...............................................
Utility Monitoring,Islanding Protection...,............ Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 I 7750 9300 11800 W
g................................. ................... ......
Transformer-less,Ungrounded Yes
......................................................... ...... ............................................................................................ ............
Maximum Input Voltage 480 Vdc
............
Nominal DC Input Voltage 380 400 Vdc
.................................................. ................... ................... .......................................
Maximum Input Current 208V(ZI .......... ... ......�......... ......... ...................�.......13 5....... .........:......... ...... Adc
Maximum Input Current 240V 8.5 10.5 13.5 16.5 20 Adc
..................... ....
Max.Input Short Circuit Current 45 Adc
..................................................... ........................................................................................,......... ............
Reverse-Polarity Protection Yes
......................................................... ................................................................................................... ............
Ground-Fault Isolation Detection 600kn Sensitivity
........................................................ ................... ............
Maximum Inverter Efficiency ..................I.....................................99....................................... ............
...nvert..Effici ..............................
CEC Weighted Efficiency 99
....... ..I................ .... ......................................................................... ............
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces R5485,Ethernet,ZigBee(optional),Cellular(optional)
................................................. ............. ........ i31.. ........................................ ............
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 I UL1741,UL1741 SA,UL1699B,CSA C22.2,.Canadian.... . .....
1, AFCI according to T.I.L.M-07
..................... ........ .....
Grid Connection Standards IEEE1547,Rule 2 Rule 14 HI
.........I........... ....... ...................... ....................... .......................... ....... ......I............. ........ ......... ............
Emissions I FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 0;75-1" Conduit/14-6 AWG
.............................I.......................... ............
DC Input Conduit Size/if of Strings/AWG Range 0: ..
75-1" Conduit/1-2 strings/14-6 AWG
.......... .............. ... .....I......
Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 J 450 x 370 x 174 in/mm
......... .... ......
Weight with Safety Switch 22/10 2' /11.4
�. 26 2/11 9
.......... .. .......... ...
Noise <25 <50 dBA
fNatural
convection and
Cooling, Natural Convection internalfan
(user
........ .., ...replaceable).
Operating Temperature Range -13 to+140/:25 to+60]b1(-40`F/-40°C option)('] "F/°C
Protection Rating NEMA 3R(Inverter with Safety Switch)
.........................................................................................................................................
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 PIN:SExxxxH-US000NNC2
(al Power de-rating from 50'C
-40 version P/N:SExxxxH-USOOONNU4
RoHS
-Technologies,Inc.All rights reserved. D