HomeMy WebLinkAbout19-22079 F-All CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 22079
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION,INFORMATION
Permit#:22079 Issued: 12/02/2019 Address: 38452 12TH AVE
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: 18,150.00 Total Fees: 262.50 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: 262.50 Date Paid: 12/02/2019 Parcel Number: 11-26-21-0010-05300-0170
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: MORTUME WANTA &MYRBEL HYLUST L
Addr: 1800 W. ASHTON BLVD Address: 38452 12TH AVE
LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542-3744
Phone: (855)877-2974 Lic: Phone: (813)379-0154
Work Desc: INSTALL ROOF MOUNT PHOTOVOLTAIC SOLAR SYSTEM
APPLICATION FEES
ELECTRICAL FEE 150.00 BUILDING FEE 112.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
I
1
REINSPECTION FEES:(c)With respect to Rennspection 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.
CO TOR PER OFFI
PEkMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
ir
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/WastewaterTreatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetiand 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 FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE F COM CEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACT,OR --.—J= _ _
subscribed and sworn to(or affirmed)before me this Subs b ma's omit-pt =by f.E -_.—by—._ rS -
Who is/are personally known to me or has/have produced Who is/a Tonal con to me or tias/have produced
as identification. 'dentification.
Notary Public Notary Public
Commission No. Commission
t^ v
Name of Notary typed,printed or stamped Name of otary ped,printed or stamped
CARLOS MALDONADO
Commission#GG 346275
• �4�: Expires June 18,2023
"' Bonded Thru Troy Fain Insurance 800-385-7019
813-780-0020 City of Zephyrhills Permit Application Fax-813-78MO21
Building Department
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Phone
Date Received ( Contact forPertnittin J
Owners Name ^ R 13 E Owner Phone Number
Owners Address S G f 2 � -A V E. Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 2 12 7� A v E Z EP N 4 R H rUS LOT# 0
SUBDIVISION PARCEL ID# /- -2/-001 O —0!9 300- O/ O
tOBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR�ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME Q STEEL =
DESCRIPTION OF WORK I O -I+u U PHOrOU MI-C SQInP AAla
BUILDING SIZE SO FOOTAGE HEIGHT %f�"/
L!IBUILDING $U 270,.pd VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ '/ S O.DO AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION A)
=GAS = ROOFING 0 SPECIALTY = OTHER (/JJ OA �n I
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /S:
BUILDER •'J J QOMPANY
SIGNATURE I REGISTERED N FEE CURREN a/N
Address f License#
ELECTRICIAN J O COMPANY V-F&jr G R
SIGNATURE `' REGISTERED / N FEECURREN
Address V
A License# 7
PLUMBER COMPANY
SIGNATURE F REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LILN
Address License#
IIIIIIIIIIIIItlllllllilllllll_IIt111111111111111i1111111111111111111
RESIDENTIAL Attach(2)Plat Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater 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)sat of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater 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.
DlrecUons:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over S7500)
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
INSTR#2019/90912 OR BK 10003 PG 521 Page 1 of 1
11/07/2019 11:12 AM Rcpt:2106693 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No 11-2(/-21-Ol10 OS3o0- yr76
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:-. %415a ,a7I- (aV -AAA 'L2�1�.Irn;�ls _ FL 335Ya
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or lessee information if the Le ee contracted for the improvement '
worn, -P rn�reQ,T
"i'��►, AyQnue-. 2_Q o�•t rl-.�lit EL
Address city State
Interest in Property.
Name of Fee Simple Titleholder.
Of different from Owner listed above)
a. contractor. Vvint Solar Developer,LLC City state
Name
5100 W Hanna Ave Tampa FL-33634
Address City State
Contractors Telephone No.: (813)359-1228
5: Surety:
Name
Address City State 0
Amount of Bond: 8 Telephone No.:
6. Lender.
Name Sy '
3�
5 i
Address CIty State Iq 0 7✓
^cis;3(. n •
• Lenders Telephone No.: !ig � e� F, `' ,s• �' ��
7. Persons within the Stele of Florida designated by the owner upon whom notices or other documents may be served as provided by o1
Section 713.13(1)(a)(7),Florida Statutes: ,D #;; "�x o
® S
Name
Address City
Telephone Number of Designated Person:
B. In addition to himself,the owner designates of_
to receive a copy of the Llenors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
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 F- W Y
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Z U
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. - � W l.L J
Under penalty of periury,I declare that I have read the foregoing noticocw�mner
came that We fads slat therein are We to the bent O = fJ
of my knowledge and beget (n Z U H
STATE OF FLORIDA �Q =Q CV
COUNTY OF PASCO W I— W LU
Sig L ee,or Owners or L 's Authorized o 13� = Z CO 0
Officer/Director/Partner/Man1eger
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SignatoysY d.1 ce ir" Z W Q Q•— i1
The famgoing instrument was aclmoWedged before me thi5a�Lday of ,20 fi by t'af%T 0. c_Tr 6 z. ® �a W O ! r
s (type of authority,e.g.,agirar,trustee,attorney in fad)for () Q Q,W
O%C's�i Ao- C r s Ah2 (name of party a behalf of whom in meet was executed). Q U—I
Personaly Known❑DR Produced Identification I� Notary Signature rb. ® r 0..DO n LL
Type of Identification Produced f L r.VQ f I �.i LQn(Q N�a(Prbrq t L' /1 Z
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r` Notary Public State of Fitirida iA B aJ0
Commission xY GG'180514
M Comm_Expires Feb 26,2022 -
- - - ------- --- --- ---- '�'.�`'or r�°�''• � !--
wpdaterocsMogcecammencementyc05304a Bonded through National Notary Assn.
i ;��. 1800 W Ashton Blvd.
s ,�� �`�-9 'r v'vi Lehi, UT 84043
Structural Group
J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil
Director of Engineering Structural Engineering Structural Engineering
fames.walsh@vivintsolancom kirk.nelsonLaa vivintsolar.com sam.brownC7vivintsolancom
August 21, 2019
Revised August 30, 2019
Re: Structural Engineering Services
Myrbel Residence
38452 12th Ave,Zephyrhills, FL
S-6186463; 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 metal 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 Sections: Dimensional lumber- 2x6 at 24" on center. Survey photos indicate that there was free
access to verify the framing size and spacing.
B. Loading Criteria
6.49 PSF= Dead Load (roofing/framing)
2.59 PSF= Dead Load (solar panels/mounting hardware)
9.08 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.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.
Page 1 of 2 v'vi nt _ `
Page 2 of 2
3. 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 Lands cape 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 27 27 27 27 27 27
Max Uplift Load Ibs 335 267 247 566 451 417
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.
\\\N%%II I II/////
Regards,
�.��\\4` FIE tN
J. Matthew Walsh, PE * Ng 84
FL License No. 84923 —
STATE OF 4J Z
pNAL
er, lV
O
///I/1111110
08/30/2019
1800 VV Ashton Blvd.vi '
Lehi, UT €4043
Structural Group
J.Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil
DirectaroiEngineering Structural Engineering Structural Engineering
James.walsh@vivintsolar com kirk.nelson@vivintsolar.com sam.bmwn@vivintsolar.com
Structural Analysis Report
Project Address Date: August 30,2019
Myrbel Residence
38452 12th Ave
Zephyrhills,FL
S-6186463
Residence
Roof Area 3327 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 46.590501
Longitude -112.023922
Site Class D
Risk Category II
Seismic Parameters
SS= 0.561 g 0.2 sec Spectral Response Acceleration
S1 = 0.161 g 1.0 sec Spectral Response Acceleration
Fa= 1.351 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.155 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.505 g Short Period Design Spectral Acceleration
SD1 = 0.231 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 12.0 deg
Product Information
No.of Panels 26P�tHEW sryq �
Weight 2.59 psf including mounting system
Installed Area 457.2 ft2 N 84 3 ( y
No.of Connectors 47
STATE OF ;
l; 0tORID
.
ONAI 1��\\\8/30/2019
II
Page 1 of 3 v'v' ®
'
Existing Structural Elements Carrying Gravity Load
2015 IEBC/2015 IRC/2017 FBC
Existing
Roof Dead Load Roof Live Load
2 psf Metal 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
6 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
52.98 plf
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
18.16 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-65.73%
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 v'v' t®
�.
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
Klt= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 12.0 deg
sanehor= 48 in Horizontal spacing of roof anchors
Arab= 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=AKztPnet.3o= 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
Wnplift= 46 psf 72 psf 131 psf
Piag=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-565.61bs -450.9lbs -416.7lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
DP== 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
Pauow=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
Page 3of3 v'v' . 1
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OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
Max:AC Power Output 3000 3800 5000 6000 7600 VA
.....
AC Output Voltage Min.Nom:Max.(183 208-229) ✓ Vac
........................................................... ................... .................... .................... .................... .................... .............
AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
........................................................... .................... .................... .................... .................... .................... .............
AC Frequency(Nominal) 59.3-60-60.5 Hz
......................................................... .................... .................... ....................
Maximum Continuous Output Current 208V : 24 I.... .....- A................:.........
Maximum Continuous Output Current 240V 12.5 16 21 25 32 A
GFDI Threshold ................ 1 ................... A
......................................... .................................................. .................................................. .............
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
..................................................... .................... .................... .................... .................... .................... .............
Transformer-less,Ungrounded Yes
....................................I...................... ........................................................................................................ .............
Maximum Input Voltage 480 Vdc
Nominal DC In ut Volta a 380 400 Vdc
.................... .................... .................... .................... .................... ..
Maximum Input Current 208V l2) - 13.5 Adc
Maximum Input Current 240V ul ..................... ........$:5........ ........10:5........ .......13:5.................16:5........I.........�0......... ....Adc.....
Max.Input Short Circuit Current 45 Adc
........................................................... ........................................................................................................ .............
Reverse-Polarity Protection Yes
........................................................... ........................................................................................................ .............
Ground-Fault Isolation Detection 600ko Sensitivity
....................................... .................... .............
Maximum Inverter Efficiency 9 99.2
...................................................... 9.......... .
CEC Weighted Efficiency 99
...................P............................ ........................................................................................................ .............
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
.................................................... .......................;a'.............................................. .............
Revenue Grade Data,ANSI C12.20 Optional
Rapid
Shutdown
20.............. 90.1.......... ........................................................................................................ .............
Rapid Shutdown-NEC 2014 and 2017 69D.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
......................................................... .......................... .................................... . .. ... ....... .............. .............
. ..
Grid.Connection Standards IEEE1547,Rule 21,Rule 14(HI)
.. .................................................... ............................................................... ........................................ .............
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG
........................................................... ..............................................................................
..........................
.........
....
DC input Conduit Size/#of Strings/AWG Range 0.75-1" Conduit/1-2 strings/14-6 AWG
........................................................... ........................................................................................................ .............
Dimensions with Safety Switch(HXWXD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm
Weight with Safety Switch............................. .................22/10.................I... .../11:4 I...............26:2/11:g............... ..Ib/.kg....
. .
Noise <25 <50 dBA
. ......................................................... ...................................................................................
Natural
convection and
Cooling Natural Convection internal fan
(user
........................................................... ................................................................................... ...replaceable)... .............
Operating Temperature Range -13 to+140/;25 to+60(s1(.40'F/:40•C option)(') •F/°C
................................ ............................. ...................................... .............
Protection Rating NEMA 311(Inverter with Safety Switch)
0)For other regional settings please contact SolarEdge support
1�1 A higher current source may be used;the inverter will limit its input current to the values stated
lal Revenue grade inverter P/N:SExxxxH-USOOONNC2
N1 Power de-rating from 50'C
Is)dO version P/N:SExxxxH-USOOONN U4
RPHS
0 e • o•
LG N ON
LG340Ql C-V5 I LG335Q1 C-V5 1 LG330Ql C-V5
340W ! 335W t 330W
LG NeON°R is powerful solar module that provides world-class performance.
A new cell structure that eliminates electrodes on the front maximizes the
utilization of light and enhances reliability. x
LG NeON*R is a result of LG's efforts to increase customer's values beyond �•�•-
efficiency.LG NeONO)R features enhanced durability,performance under real • •�
-world conditions,an enhanced warranty and aesthetic design suitable for �♦- -•�
roofs. ♦ ♦ ♦ �
C us
In progress In progress In progress In progress
,d•
Feature
Aesthetic Roof Extended Product Warranty
Z5,
LG NeON°R has been designed with LG has extended the product warranty of the
aesthetics in mind:the!ack of any electrodes LG NeON®R to 25 years which is top level of
on the front creates an improved,modern the Industry.
aesthetic.
Enhanced Performance Warranty More generation per square meter
LG NeONO R has an enhanced performance The LG NeONI R has been designed to
warranty. After 25 years,LG NeON°R is significantly enhance its output,making It
guaranteed to perform at minimum 90.8%of efficient even in!imlted space.
initial performance.
About LG Electronics
LG Elecrton,cs s a nlooal bio oldw^omm,tted ro expandlne.rs operscons Nith;he solar•,ker the company 5rst emharwdj yp'.ar.gin?ray rource research prcgra^+
n"781,supported oY-1 l roues rasr,�xnerenc,`�n;in•.a�n,cunnucte�,:.D rnemivry and rtarenals,,dusv e,.n 2O i 0 .G iniar succno.nr!Iv•eje sen r..9rt>nonon-
LG
;enes to:h,�.mar0er,INC-s—la,lablem32 ceunrnes.the�`1tQN"(pmmous biorox'NeWP llepN^?'IeCN'2 3::aral.vn^me 'motel<cIa=.NiaRD'w Lp13
1,.d,inno..:ri0n entt n;nnnrr,ni.c`-hc rrli,t.•.
LG NeONOR Preliminary
LG340Ql C-V5 I LG335Q1 C-V5 i LG330Ql C-V5
General Data Electrical Properties(SfC*)
CetlP.roperties(Material/Type) _ I Monocrystalline/N-type Model i LG340Q1C-V5 LG335Q1C-V5 LG330QlC-VS
Cell Maker I LG Maximum Power(Pmax) j[W] 335 335 330
Cell eonfiguretiori, 60 Cells(6 x 10) MPP Vpl[age(Vmpp),- N1 35.6 35A 35.2
Module Mmensions(Lx W x H) 1,700mm x 1,O16min x 40mm MPP Ciarent Qinpp) [[A] 9.56 9.47 9.38
Weight ! 17.5 kg Open Circuit Voltage(Voc,±5%)i [V] 42.6 426 42.5
Glass(Thidmess/Material) A 2.8mm/Tempered Glass with AR Coating _ Short Circuit Current(Isc,±S%) [A] 10.75 10.74 10.73
Backsheet(Cplor); White Module Efficiency [%] 19.7 19A 19.1
Fraine(Material)'.;, � Anodized Aluminium PowerTolefance j[%] 0-+3
Junaiod Box(ProteRibn Degree). I IP68 with 3 Bypass Diodes 'STC(Standard Test Condition):Irradiance 1000 W/m=,Cell Temperature 25 T.AM 1.5,
Cables(*gth)) 1,000mm x 2EA :Measure Tolerance±3%
Corinector(Type%Maker)1, MC4/MC
Operating Conditions _
Certifications and Warranty
Operating;Temperature [°c], -40-t90
ProduR Warran 25 Years Maximum System Voltage [V] 1,000
FY::'. - - ---
Output Waitanty,of Pmax Linear Warranty" Maximum Series ruse Rating [A] 20
`Frs[}2ar:98°.6,2)Aker lst}4ar.03"o ann�aldegradauan 3)90.e45 inr 25years Mechanical Test Load(Front) [Pa/psf] 5.400/113
Mechanical Test Load(Rear) [Pa/psf] i 4,000/53.5
`Test Load.Design x Safer)Factor(1.5)
Packaging Configuration
Numberd Wadules,Per,Pallet I' -(FA]�J 25
Numbei6fMo8ulesPed40HHQ'Cdntainec ' '[EA] 1 650
Packagingpoit Dimensions(txWxH) �„_[cam] 1,750x 1,120)4 1,221
Pardagingsax_,drosslNeight I [kg] j 473
Dimensions(mm/inch)
Temperature Characteristics _
NMOT• ( °C] 44±3 10-
Prim-----'---[,Arc]--- 0.30
Voc [%/°C] -0.24
0.1 :.s
'NMOT(Nominal Module Opemung emperature:Irm iance 800 m•,An,bient temperature 20°C Grour+oog�m sic !
Wind speed 1 m/s.Spectrum AM 1.5
Electrical Properties(NMOT) t
Model LG340Q1C-V5 LG335Q1C-VS i LG330Q1C-V5 ,I
Maximum Power(Pmax) [W]1 256 252.2 248.4
MPP Voltage(Vmpp) [V] 35.5 35.3 35.1
MPP Current(Impp) [A] 7.21 7.15 7A8 r T•�i ! '�
- -I -_--.-.
Open Circuit Voltage(Voc) [V] 40.1 40.0 40.0
Short Circuit Current(Isc) [A] 9.66 8.66 165
_ i or o i oT
I-V Curves
t2 I ooDW
10
Bcow
0 arn--
600VV -
Q6
�, ii--
4 - - - ---
V
2
0 1
0.0 10.0 20.0 30.0 40.0
Voltage(V)
LG Electronics Inc. ; Product specifications are subject to change without notice. ��a
101-1 Solar Business(Division 1 DS-VS-60-C-G-f-EN-9040918 LNJ 1
LG Twin Towers.1 28 ieuurdaero.Yeongdeungpo-gu,Seoul
07336,Korea 2019 LG Electronics.All rights rese,ved.
Life's Good ❑+.+
www.ig-solarcom
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
R YA&Af
Permit Type: ro C-cS�Iaf-
V r
Approved w/no comments: Approved w/the below comments: El Denied w/the below comments: El
This comment sheet
Wa-1-1'bekept with the permit and/or plans.
NN 2 '! 2019
Kalvin Otzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)