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HomeMy WebLinkAbout20-22612 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22612 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION,INFORMATION Permit#:22612 Issued: 9/15/2020 Address: 38920 5TH AVE Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 7,260.00 Total Fees: 270.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 270.00 Date Paid: 9/15/2020 Parcel Number: 11-26-21-0010-17400-0010 CONTRACTOR INFORMATION OWNER INFORMATION Name: VIVINT SOLAR DEVELOPER LLC Name: SANTA CRUZ, THOMAS DAVID Addr: 1800 W. ASHTON BLVD Address: 38920 5TH AVE LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542 Phone: (855)877-2974 Lic: Phone: (813)783-2085 Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR- 1X REINSTATE APPLICATION FEES ELECTRICAL FEE 105.00 BUILDING FEE 75.00 BUILDING FEE 52.50 ELECTRICAL FEE 37.50 INSPECTIONS REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE BUILDING FINAL ELECTRICAL FINAL4 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. A-x& ,Q-K qO)RT PER OFFI ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 53,35-8th Street (813)780-0020 22612 ELECTRICAL PERMIT PERMIT INFORMATION I LOCATION INFORMATION Permit#:22612 Issued: 3/18/2020 Address: 38920 5TH AVE Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet:' Est. Value: Book: Page: Cost: 7,260.00 Total Fees: 180.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 180.00 Date Paid: 3/18/2020 Parcel Number: 11-26-21-0010-17400-0010 CONTRACTOR INFORMATION OWNER INFORMATION Name: VIVINT SOLAR DEVELOPER LLC Name: SANTA CRUZ, THOMAS DAVID Addr: 1800 W. ASHTON BLVD Address: 38920 5TH AVE LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542 Phone: (855)877-2974 Lic: Phone: (813)783-2085 Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR APPLICATION FEES ELECTRICAL FEE 105.00 BUILDING FEE 75.00 INSPECTIONS REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL � l 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. CON PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER uty oT i-epirtymms Kermit Application Fax-813-78maz1 Building Oepqrtment Date Received Phone Contact for permitting iql3i ) 32! -0to3l -F-1-11711 a 0 1 1 . . . . . . . . . . . . Owners Name 1746HAS 0047-A CRUZ: Owner"Phone Numb Owke.Add. 3?q2o 6 r4 /4 V Owner Phone Number Fee Simplerttleholderflame Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 3gq?o 'SW AVE, CEPHILMHCUr LOT# SUBOPASION PARCEL ID*1't1 - 21-0010- 17qoa- 00/6--� (OHIAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSM-5 R ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL DESCRIPTION OF WORK li7xug uA noAt OF A AQ,0LRQ0MTn P1402VOUJI?T-6—S-0�qie BUILDING SIZE I 1 $0 FOOTAGE HEIGHT PAIVOL !�'L(IfTFW. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDING 1$J ,JIS-2 - VALUATION OF TOTAL CONSTRUCTION E25ELECTRICAL 11;Sjog_0d AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING is V'o I X, 2, P".-S =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO3 -/ . .. .. . . . . . . . . . . . . . . . . . . . . . BUILDER CO h4:(I'si-614 SIGNATURE RM FtftCURREN !N rl Address FYOi W.IMANA AMC 7W F Ucense# ELECTRICIAN COMPANY -rSmAR bf,7y0tW0P0 SIGNATURE REGISTERED FEE CURREN L2/N I Address &Wr--W—Paulug License#I al,30 0(97%f 8 PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURREN LZIN J Address License# MECHANICAL COMPANY = SIGNATURE REGISTERED I Y/ N FEECURRE1, LILN J Address License#F- OTHER COMPANY = SIGNATURE REGISTERED YIN I FEE cuRREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for now construction, Minimum ten(110)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wif Silt Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa 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&I 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. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . 01. . . . . . . . . . . . . . . . . . . . . . . . . 16=S: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$700) 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) Remofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways-neads ROW NOTICE OF DEED RESTRICTIONS: The undersigned understhnds 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 89417 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, the applicant have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection 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,Weiland Areas and Environmentally Sensitive Lands,WaterMastewater Treatment - Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone'lr unless expressly permitted. - If the fill material is to be used in Rood Zone W, it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone"N'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 VE��F T MMTC RECORD A NOTICE OF COMMENCEMENT Y RESULT IN YOUR E T F4 PAYING TWICE FOR IMPRO' TS T OUR PROPERTY. IF YOU INTEND TO OB`TAI h%3 CING,CONSULT . RNEY W N E WITH YOUR LENDER OR AN A . RNEY FORE RECORDING%ggftOTICEQOF/MOM N E ENT. FLORIDA JURAT( . .11 .03) OWNER OR A'3 JFA2��� CONTRACT4 )Yfflt 'b m;j� d and sw ad 4,r and b, by istare pe""Mmwto me or hasihave produced Whd latare perso2ol known to me or hasthave produced as Identification. as identification. Notary Public / I , Notary Public Commission o. Commission No or N01 �griftirvst d,printedIAMES QUILLEN J W 33001 J N# J M SSI Y COMMISSION M SS p 0 Z' EXPIRE _,a tember 25 2 20 My COMMISSION#GG033007 MY COMMISSION#GC-033007 EXPIRES September 25,2020 WO EXPIRES September 25,2020 el�el v'v' 1800 W Ashton Blvd. ' ' ` i Lehi, UT 84043 Structural Group J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com February 19, 2020 Re: Structural Engineering Services Cruz Residence 38920 5th Ave, Zephyrhills, FL S-6317214; 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 has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section: Prefabricated trusses at 24"on center. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 10.02 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 13.02 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 1112" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. Page 1 of2 v'v'nt. 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 with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10 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 560 448 415 332 266 246 D.Summary Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards, �11111111!//�� J. Matthew Walsh, PE FL License No. 84923 N 84�3 y p STATE OF �jO�F 'cLOR1OP- / '®NAL ��riinlll� 02/19/2020 VIViAnt. vi ' _ 1800 1+L'Ashton Blvd. `-' Lehi, OJT 84043 Structural Group J. Matthew Walsh,PE kirk M. Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineering Structural Engirneenng jam es.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vitrinrsolar.com Structural Design Criteria Project Address Date: February 19,2020 Cruz Residence 38920 5th Ave Zephyrhills,FL S-6317214 HEW Residence Risk Category II S Roof Area 3351 sf Z * N 84 2� Upper Floor Area 0 sf — Number of Stories 1 STATE OF Mean Roof height 15 ft O Upper Floor height OftOR10P=' Location Parameters Latitude 28.235992 /OI/VA�12/19/2020 Longitude -82.17265 Site Class D Risk Category II Existing Gravity Parameters Roof Dead Load 4 psf Composite Shingle 2 psf 3/4"Plywood Sheathing 1 psf Roof Framing @ 24 in.o.c. 2 psf Ceiling,Mechanical,Electrical 1 psf Miscellaneous 10 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 ft Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 0.9 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration S1 = 0.034 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 F„= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS= 0.073 g Short Period Design Spectral Acceleration SD1= 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 3 II t Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 18.0 deg Product Information No.of Panels 10 Weight 3.00 psf including mounting system Installed Area 175.8 ft2 No.of Connectors 13 Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing 60.04 pif Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing 26.04 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -56.63% Total New Gravity Loads are less than Existing Loads. OK Code References 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 • • viva • . 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\ = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 18.0 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='`KnPne130= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf Pno= 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` DLpanei= 3.00 psf Zone 1 Zone 2 Zone 3 W„piia= 46 psf 72 psf 131 psf Piag=F.S.x A16b x(0.61)-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -560.3lbs -448.3lbs -415.4lbs Connection Capacity db= 5/16 in Lag Screw diameter DpeR= 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= 560 lbs 448 lbs 4151bs Max Load=0.853 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page 3 of 3 V t* n ' � s LG330NICN5 330W The LG NeON° 2 is LG's best-selling solar module, and is one of the most powerful and versatile modules on the market today. Featuring II Cello Technology", the LG NeON° 2 increases power output New updates include an extended performance warranty from 86% to 89.6% to give customers higher performance and reliability. DVE C U� us In progress Made in (/SDI Fmm Imparted parts- Features Enhanced Product warranty Enhanced Product Warranty a zsy� LG NeON°2 has an enhanced performance LG has extended the warranty of the NeON°2 to 25 warranty.After 25 years,LG NeON°2 is — years including labor, which is among the leading guaranteed to perform at a minimum of industry standards. 89.6%of initial performance. v Better Performance on Sunny Days �9 Roof Aesthetics ® LG NeON"-'2 now performs better on sunny LG NeONO 2 has been designed with aesthetics in days,thanks to its improved temperature mind using thinner wires that appear all black at a coefficient distance.The LG NeON° 2 can increase the aesthetic value of your home with a more modern design. About LG Electronics LG_!ern cola u a gigbal leader h cle:vnmc o,adurz clean'her by m tken by at*ernq mo! F'V panek and energy-range 5y,borb,R:a company -i z.ei,narked oe. bsolar energ"sou.o-rc;ebrch progr in 1985,supported by LG Groups vast experience tithe seam-coniumr, .CD,memutn•and-tend, mcu toes In 2CiC LG Solar ;uc,ess`u,iy �eleaseo its h, V..'on=' se,�es to the mark'. �h•i,h is noev a—lbble n 32 crwxne the heON' (pre�;wua M1.innek'= iVeCN?.S,VeCN"�,NaL'4"2 6iFacal v,tne'In:erwlar AWARD-n_Ot3.:JIi and?Oto v�, n.un ce:.:onsttre as G's:cadetship are nnc,at,on,n the soi,,i:housm Madegqin � ��C1® LG NeONO2 Flom lmportrd Parts� LG330N1C-V5 General Data Electrical Properties(STC*) Cell Properties(Material/Type) Monacrystalline/N-type Model j LG330NlC-V5 Cell Maker LG Maximum Power(Pmax) j[iN] 330 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) IV] 33.7 Number of Busbam 12 EA MPP Current(Impp) 1 [A] 9.8 Module Dimensions(Lx W x H) 1,666mm x 1,016mm x 40 mm Open Circuit Voltage (Voc,x 5n)1 M 40.9 Short Circuit Current Is45."v) [A] 10.45 Weight 17.1 kg ( i Glass(Material) Tempered Glass with AR Coating Module Efficiency [%] 19.3 Backsheet(Color) Where Power Tolerance [%] 0-3 Frame(Material) Anodized Aluminium 'STC(Standard Test Condition)Irradiant a 1000 W/m',Celt temperature 25°C,AM 1.5 Junction Box (Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) I,000 mm x 2 EA Operating Conditions Connector(type/Maker) MC4/MC Operating Temperature _� '[°C]_ -40-.90 Maximum System Voltage [V]_ 1,000 Maximum Series Fuse Rating [A] I 20 Certifications and Warranty Mechanical Load(Front) r[psf] 113 IEC 61 21 5-1/-I-1/2.2U76,IEC 61730- Mechanical Load(Rear) [psf] 84 Certifications 112 2016,UL 1703 [so 9001.ISO 14001.ISO 50001 packaging Configuration OHSAS 18001,PV CYCLE Number of Modules per Pallet I [FA] 25 Salt Mist Corrosion Test IEC61701.2012Savency6 Number of Modules per 40ft HQ Container f [FA] 650 Ammonia Corrosion-Test IEC 62716:2013 _Packaging Box Dimensions(Lx W x H)` [ram] 1,750 z 1,120 x 1,221 Module Fire Performance Type 1(UL 1703) Packaging Box Gross Weight j [kg] 464 Solar Module Product Warranty 25 Years Solar Module Output Warranty Unear Warranty° °1)Firscyear 980, 2)Afterlstyear 0.35%annualdegradauon 3)896%for25ye Dimensions(mm/inch) Temperature Characteristics NMOY [°C] 42±3 Pmax [%PC] I -036 Voc I [%/°C] -0.27 r.w. i Isc [%P C] 003 -a.o•' [umr. V d, `NMOT(Nominal M9oduie Operating Temperature)Irradiance 80OW/mt,Ambienttemp—ture 20°C, • II Wind speed 1 mis,Spectrum AM 1.5 - • Electrical Properties(NMOT) Model _ LG33ON1C-V5 Maximum Power(Pmax) [W] 246 _MPP Voltage(Vmpp) IV] 31.5 MPP Current(Imp}) [A] 7.81 Open Circuit Voltage(Voc) M I 38.40 Short Greuit Current(Isc) I[A] 8.40 _ 1-V Curves o= �i 1000W 900W ac 600W • J 400w 20OW 3 Voltage(V] ® LG Electronics Inc. LG33 tspeciVS-US Ver sublea to mange wnhou[nuncn � Sotar Business On,vien LG330N1C-VS_US_Ver01 2000 Nldlbrnok Dnve • Lmcelnshuq IL 60069 'D"019 LG Electron cs Ad rights reserved. Life's Good ❑� �� wnvvvclg-solar ram � refs . S► ase tnve Single Ph as ooaH_Us ,or NoCth America _US � SE50QflN_US I SE6 SE3$ppH SE3aQ©H US 1 SE�600H fteu.eit L �`'�i k�>,,:�vfi+"yl+,t:+2•>'W.' ' y .. .l�jl{J'H°vim '-•' Imo.• .t; �,k-.: •,e.. j �'.j, .e i;pti`:.7tEfi}b�`^"yam�". 9 - •� f , ave technO,ogY • 4' n with H®W tiers (Zed Ir15t���8tt0 with P°\Ner°pt'm and 690.12 Opt ed to\Nark Per article 690'11 s ally design nd 201 , ?� . Spec' giciencl NEG 2014'a �ZEa P �. breaking er strings n.for Lat+�A-11 ' �! Record- tong id shutdow voltage inverter for and rap (lance V y �� s fixed rotect1On rid COn'P l . Integrated arc fault P CP11C Rule 21 g or indoors _ - certified,for outdoors 1 ,, t►L1741 SA easy to install°u acitors ' small and electrolytic cap - . Extremely without any www.sotared�e.us eliability 0 5(p.5%accuraeyl _�� - Nigh r onitoringP�Sl C12.20 Class _ _— ��NeARY-sweDEN oaule-level m RoraAN1A . Buiit-in rn ' Ue grade data, """._,�..�--Y- BEl61UM'TURKEY-INDtA-BUtGARI - > Opt onai:R2Ven PRANCE- . �..>...' ESHERlPNDS'IPPAN'CN1NA"AUSTRALIA"tSRAEL- USA-CANADA-G CZECNREPUBUC SOUTH AFRiCA POLAND solar=esSingle Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US SE3006H-US SE380OH-US I SE5000H-US I SE6000H-US I SE760OH-US OUTPUT I Rated AC Power Output 3000 3800 5000 6000 7600 VA Max.AC Power Output 3000 3800 5000 6000 7600 VA ................................... .................... ........800....... .......5 00....... .......6000....... .......7600....... ............. AC Output Voltage Min:Nom.Max.(183 208 229) ✓ Vac AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓......... . .......✓......... ....Vac ..................................... .................... .................... .................. ........... . .. ......... AC Frequency(Nominal) 59.3-60-60.511) Hz ........................................................... .................... .................... .................... .................... .................... ............. Maximum Continuous Out ut Current 208V 24 A p.......................... . ...... ....... ..... ..........:......... .. ............... . ................................................... ................ ............. Maximum Continuous Output Current 240V 12.5 16 21 25 32 A GFDI Threshold 1 A .................................................. .............................. .... Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT j Maximum DC Power 4650 5900 7750 9300 11800 W ..................................................... .................... .................... .................... .................... .................... ............. Transformer-less,Ungrounded Yes ........................................................... ........................................................................................................ ............. Maximum Input Voltage 480 Vdc ........................................................... ...................................................................................�.......................... ............. Nominal DC Input Voltage 380 400 Vdc ......... .. ...............:1...................... .................... .................... .................... .................... .................... .. Maximum Input Current 208V'=1 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 Detect on 600kL,Sensitivity Maximum Inverter Efficiency 99 99.2 CEC Weighted Efficiency 99 g........................httime Power Consumption ............................ ..........:............................................................................................. ............. Ni lion <2.5 W ADDITIONAL FEATURES j Supported Communication Interfaces RS485.Ethernet,ZigBee(optional),Cellular(optional) ........................................................... ....................................................................... ............. Revenue Grade Data,ANSI C12.20 Optional Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 ......................................................... ........................................................................................................ ............. Grid Connection Standards IEEE..FCC Rule 21,Rule 14(HI) ....................................................... ............................................................... ........................................ ............. Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS i 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.............................. ......................................... ....25:1/11:4.... ...............26.2/11:9............... ..Ib l.kg.... Noise <25 <50 dBA Natural convection and Cooling Natural Convection internal fan (user . replaceable).., Operating Temperature Range -13 to+140/-25 to+601'1(-40•F/ 40•C option) •F/•C ................................ ............................. ...................................... ............. Protection Rating NEMA 3R(Inverter with Safety Switch) 1ri For other regional settings please contact SolarEdge support I�)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-US000NNC2 Power de-rating from 50'C Isl-40 version P/N:SExxxxH-USOOONNU4 o - e e e• b 8Y SOLARObGE •o.•- e•- a ®e o City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: L Date Received: Site: 4- At& Permit Type: spIA4, Abck Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: El V >7 This comment sheet shall be kept-with the permit and/or plans. MAR 6 2020 Kalvin SwA&P—"Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)