Loading...
HomeMy WebLinkAbout20-22464 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22464 ELECTRICAL PERMIT :`PERMIT INFORMATION LOCATION INFORMATION Permit#:22464 Issued: 2/12/2020 Address: 7235 ASHLAND DR 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: 16,698.00 Total Fees: 255.00 Subdivision: ALPHA VILLAGE Amount Paid: 255.00 Date Paid: 2/12/2020 Parcel Number: 35-25-21-0050-00000-0280 CONTRACTOR INFORMATION OWNER.INFORMATION . Name: VIVINT SOLAR DEVELOPER LLC Name: RICHARDS JUSTIN KEITH & HODE JEN Addr: 1800 W. ASHTON BLVD Address: 7235 ASHLAND DR LEHI, UT. 84043 ZEPHYRHILLS FL 33540-1415 Phone: (855)877-2974 Lic: Phone: 81 -394-1342 Work Desc: INSTALLATION ROOF_ MOUNT PHOTOVOLTAIC SOLAR PANEL SYSTEM APPLICATION FEES - ELECTRICAL FEE 165.00 BUILDING FEE 90.00 INSPECTIONS REQUIR ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER �n FINAL 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. T PER OFFI PERMIT 6;IRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER U13-73"020 City of Zephyrhills Permit Application Fax 813-7811.0021 Building Department 7 Data Received Phone Contact fiarpittin, ff 'R 13 61 IQ teal. -r-r-1171 I a I 111155M . 515 " I ownees Name T L)�TE M RT C H{q Owner Ph-no Number Owmbe.Add.I-723S AD4LA-Mb Owner Phone Number Fee Simple TittleholderName I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS -7.23 5 AS 14 L PAlb biQ. , 7_6P14WR14Rt_S1 LOT# .1 - 0l SUBDIVISION PARCEL ZS-Z_I - O000—0Z Fo L (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONMR R ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSEDUSE = SFR rl COMM OTHER I TYPE OF CONSTRUCTION = BLOCK C:] FRAME Q STEEL = I DESCRIPTION OF WORK IrLKLM-09TION Or A 1Qf20dr-HQUW_Q P 14 0 rb V0 t 5�_77C goof Piql4a, BUILDING SIZE I SO FOOTAGE HEIGHT' .1. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SU LDING 1�3 17&70 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING i$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER OLPANY SIGNATU REGISTERED Y/N FEE CURREN Y/ Address ����/�1=�LAr!6, rPH?A License#wz-/5-00 -7 L/0 ELECTRICIAN,-- COMPANY SIGNATURJ::�,�V-- REGISTERED I Y1 N M CURREN LILN J le Vr;7 Address License#FrC 130 06,-7 q 0 PLUMBER COMPANY = I SIGNATURE REGISTERED YIN FEE CURREN LZIN J Address License# MECHANICAL COMPANY = SIGNATURE REGISTERED Y/ N FEECURREN L_XLN J Address 71 License# OTHER COMPANY = SIGNATURE REGISTERED Y/N I FEE CURREN LZIN J 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&I dumpster,Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Enemy Forms.R-O-W Permit for now 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 now projects.All commercial requirements must meet Compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW Construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized It over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, the applicant have been provided with a copy of the 'Florida Construction Lien Law—Homeownees Protection Guider 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"ownerO prior to commencement CONTRACTOR'SIOWNER'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 developmerlt. 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 Baytheads,Welland Areas and Environmentally Sensitive Lands,Water/Wastewater 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 14"unless expressly permitted. - If the fill material is to be used in Rood 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 1111 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,after,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is)suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU"OTICSOF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT1-_ E6N-=T-R TOR 31 Subscribed and swam to(or affirmed)before me this Subscribed and swo by . -- I Who[stare personally known to me or hasihave produced Who Islare personally known tome or heaffave7f5rodubed as Identification. as identification. Notary Public Notary Public Commission No Commission No Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped INSTR#202001 8384 OR BK 10046 PG 3758 Page 1 of 1 02/03/2020 11:46 AM Rcpt:2131469 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller I Permit No. Pared ID No Z, 0 0 r& + tT 0 0 0 Z 80 NOTICE OF COMMENCEMENT swear Florida County of Pasco - THE UNDERSIGNED hereby gives notice that Improvement wig be made to certain real property,and In accordance with Chapter 713.Florida Staades, the following Information Is provided In this Notice of Commencement 1. Description of Property.Parcel Identigrati o. Street Address: 2 General Description of Improvement Installation of a roof-mounted solar photovoltaic system I 3. Owner Information or Lessee information if the Lessee centiaded for the improvement If �•'c-1cI'-d . I � 7zrs- ►�sR �p,� a � ��'� � s � L I Address City S state Interest In Property: Of LL fn /-J O Name of Fee Simple Titleholder- z jILL 10 {© d(If different from Owner listed above) p U —j cV Address Vivant Solar Developer,LLC Ciry state Q W p0W Op 4. Contractor, co U Name V- O 2J 5100 W Hanna Ave Tanloa FL-3364 Yj �C 00 Address city. State � U LPLC S Contractor s Telephone No.: (813)359-1226 O LU A S. surety: aLL I O U Name ® Q o CtoC b f Address City State F— J Q Amount of Band:$ Telephom No.: U I.ID ULL. �? s. Lender. 4• jz_ LLr 2 Z O O Name 13= Lc d } Address city State U U U LU•. Lender's Telephone No.: C 0 7. Persons within the State of Florida designated by are owner upon whom notices or other documents may be served as provided by Ly Q LU Section 713.130Xa)(7),Florida Statutes: J-+ n Name O Y } Z p� Address city State Telephone Number of Designated Person: S. In addition to himself,the owner designates of_ to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b),Florida Statutes. {3' Telephone Number of Person or Entity Designated by Owner. .�,�® © 9. Expiration data of Notice Y Commencement(the expiration date may not be before he Canpleyetr of wpstr�cSep 71 p�ymerd to the C7S/ J ` I L /_ U 1 tomreaor,but will be one year from do date of record' unless a different dale is tied• � �,•� WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE ExPiRATION O THE OTICE OF COMMENCEMENT i 1 M1.. ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713. PART1, SECTION713.13, FLORIDA STATUTES,AND CAN a d � RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE A9 �:•,� RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WRH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. : - i'� penal ty I� y P ty of ge and I tledere that 1 have read the foregoing outice of oomrtrerrcement end that the teas stated therein are true to the best o}m knowledge and belief. - STATE OF FLORIDA `� M COUNTY OF PASCO Jv SignatuniffrOwner or Lessee,or Ownees or Lessee's Authorized Offs odPaMedMa y n 1 '( Signatory's Tille/OfHce th Z.&„ The forogvirig Instrument was acknowledged before me this��day of ��^''W� ZOZ�by � � J as (type of authority,e.g.,officer,trochee,attorney in fact)far • U C (nano oT rty on behatf of whom imtrume eze ). Personally Known❑OR Produced Identification mr Notary Signature Type of Identification Produced A tom'r5 f r L"ltlfene(Pdnt)G NoforY Puutia Slam of Florida toprowwy Gfegoly Wity I ssm GG 93A wpdatalber4noticecommeneement_pc053048 City of Z6phyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Vi V,\?, I&A— Abe Date Received: Z-3-2,o Site: 727-36 149"Wnv- Permit Type: b 4, Approved Who comments Approved w/the below comments: El Denied w/the below comments: El �s This comment sheet shall be kept with the permit and/or plans. PEB 10 2020 7 witzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) �iv'n� �� r�� ,h 1800 W Ashton Blvd. ® >}'� � � s 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 January 28, 2020 Re: Structural Engineering Services Richards Residence 7235 Ashland Dr,Zephyrhills, FL S-6292222; 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. • 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.a cofa st e n s o l a r.c o m). Page 1 of 2 vtv'nts �,i Page 2 of 2 2. The solar panels are 1'/2' thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated 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 48 48 48 48 48 48 Max Uplift Load Ibs 332 266 246 560 448 415 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, \\\��\(t14ElW J. Matthew Walsh, PE \����Q,-��CEMSF � <tr�i% FL License No. 84923 • y STATE OF W ZZ- /ONAL 111110a����\ l/l 01/28/2020 ®'vint. ': y, viv1 t :` 1800 W Ashton Blvd. Lehi, UT 84043 Structural Group I Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown,PE-Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@vivintsolarcom kiricnelson@vivintsolar.com sam.brown@vivinrsolar.com Structural Design Criteria Project Address Date: January 28,2020 Richards Residence 7235 Ashland Dr Zephyrhills,FL S-6292222 ��\P'��HE W Residence Risk Category II S Roof Area 2195 sf _ * Ne Upper Floor Area 0 sf = a"� •G — Number of Stories 1 — �, STATE OF Mean Roof height 15 ft Upper Floor height Oft Location Parameters Latitude 28.26285 s ONA II�10�\\\\1/28J2020 Longitude -82.17842 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 R Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wail Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 0.8 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 Sl = 0.035 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS= 0.073 g Short Period Design Spectral Acceleration SDi = 0.056 g 1 Second Period Design Spectral Acceleration Page 1 of 3 v'v' is Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 20.0 deg Product Information No.of Panels 23 Weight 3.00 psf including mounting system Installed Area 404.4 ft2 No.of Connectors 30 Total Existing Roof Load=DLROOF+(LLRooF or Snow)x Spacing 60.04 plf 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 •v• _ _ � J 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= 20.0 deg sanchor= 48 in Horizontal spacing of roof anchors Atrib= 12.80 sf Panel Area tributary to each roof anchor Pnet3o Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1 31.5 psf 49.1 psf 89.3 psf Pnet=AKOneoo= 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= 12.80 ft` DLpane1= 3.00 psf Zone 1 Zone 2 Zone 3 Wnpiitt= 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 -332.0lbs -265.6lbs 246.1lbs Connection Capacity db= 5/16 in Lag Screw diameter Dpe1= 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'=Cp x C,x W= 263 lb/in Adjusted withdrawal value PaRow=Dpeo x W'= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 332 lbs 266 lbs 246 lbs Max Load=0.505 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page 3 of g Viv' . ` tla z^_ t: r, rap. LG330Nl C-V5 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 LG's Cello TechnologyllI 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. OVE C(E)US �2� In progress Made in . . USA® &vm Imported Parts— ti Features Enhanced Product warranty ZS Enhanced Product Warranty zs,•l 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. ` Better Performance on Sunny Days Roof Aesthetics LG NeON°2 now performs better on sunny LG NeON° 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 Electmnia is a global leader in electronic products in the dean energy markets by offering solar PV panels and energy storage systems The company irstambarked on a solar r energy scarce research program in 1985,supported by LG Groups vast experience in the semrconducmr. LCO,chemistry and materials industries.In 201 O,LG solar successfully irl,ased its first M.no7(T ;cries to the market,F hich is now-actable in 32 muntnes. The NeONT (previous IVI-c o NeON), NeON42,NeONo2 LG 6ipaoal won the`IntenolarAWARO'in 2013,2015 and 2016,which demonstrates LG's leadership and mnovation in the solar industry. LG NeONO2 RorntnrporadParts: LG330N1C-V5 General Data Electrical Properties(STC*) Cell Properties(MateriaitType) MonocrysWlGnetN-type Model LG330N1C-V5 Celt Maker LG Maximum Power(Pmax) [Wj i 330 Cell Configuration 60 Cells(6 x 10) MPP Voltage Nrepp) 317 Numberoleusbars 12 EA �.. MPP Creel("Pp) I[A) I 9.8 Modute Dlmension9(LXWxH) 1,686mm x 1,016mm x 40mm Dpea CircuitValWge [V] 409 Weight 17.1 kg Short❑rcuk Current (IsgtS%) [A] 10.45 Glass(Material) Tempered Glass with AR Coating Module Effidency [%] 19.3 Backsheet(Color),_- White Power Tolerance j[%]'j 0-.3 Frame(Material) Anodized Aluminum 'STC(Standard Test Condition).Irradiant a 1000 W/m'.Cell temperature 25°C,AM 1.5 Junction Box (Pro turn Degree) iP 68 with 3 Bypass Diodes Cables(Length) 1,000mmx2EA _ _ Operating Conditions Connector(Type/Maker) MC 4/MC Operating Temperature Volta e M '4 —90 1,000 Maximum System Voltage M.�� 1,000 Maximum Series Fuse Rating [Aj 20 Certifications and Warranty Mechanical load(Front) [psfJ 113 Mechanical Load(Rear) [psf] 84 IEC 612/5-1t-i-1122016,IEC 61730- 1/2:2016,UL 1703 Certifications --- ISO 9001,ISO 140o1.ISO 50001 Packaging Configuration OHSAS 18001,PVCYCLE Number of Modules per Pallet [EA] 25 Salt Mist Corrosion Test JEC61701:2012S-edtY6 __ Number of Modules per 40ft HQ Container [EA] 650 Ammonla Corrosion Test IEC 62716:2013 Packaging BOx Dimensions(Lx W x H) [mm] 1,750 x 1,120 x 1,221 Module Fire Performance _Sol Type 1(UL 1703) Packaging Box Gross Weight j [kgj 464 ar Module Product Warranty _ 25 Years Solar Module Output Warranty Linear Warranty* -1)Firstyear:98%2)A{terlstyear:035%ennuaidegradauon,3)89.6%rnr25years Dimensions(mm/inch) Temperature Characteristics NMOT` rcl 42 t 3 Pmax ( 1%rc) .0.36 ,ara.or.o.o Ise Ist [00/aPC] ...._ 0.0303 re.orae.+ 69 � [unrt:mm/ueh] —.1•NMOT(Nw.Snal Module Operating Temperature):hradiam a 800W/m'.Ambient temperature 20'C, Wind speed 1 m/s,Spectrum AM 7.5 °ig Hp- Coro° � � ` \•.A., Electricat Properties(NMOT) Model -�— I _ LG330N1C-V5 _ Maximum Power(pmax) [Wj-�-' _ 246 MPP voltage(VmPP) i [Vj 31.5 u MPP [A] ...... 7.81 Open Circuit Volme(Voc) I V 38.40 Short Circuit current(isc) i,[A] 8.40 e evr� i .91 F mr .[ N1 of IN Curves ff oil 12.0 - 1o0ow i 0.11 800W 8.0 a 6.0 600w 0 400W 4.0 20ow .0 2 .... _ 00 Voltage[V] LG Electronics Inc. I Product specifications are subiect to change without notice. � 1� L Solar Business Driven I! (D 2019 LG Elec US_Ver03 2000 Mdlbrook Drive Lincolnshire,IL 6006g ©2019 LG Electronics.All rights reserved. Life's Goad www.ig-sotaz.cam solar - SolarEdge Single Phase Inverters for North America SE3000H-US/ SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US ♦'k:4' 1, tot solar" Yil^wave " ZZ AV Ts I � i Optimized instalfation with HD-Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings ® integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12 UL1741 SA certified,for CPUC Rule 21 grid compliance -D Extremely small and easy to install outdoors or indoors High reliability without any electrolytic capacitors lvn—t Built-in module-level monitoring wave Optional: Revenue grade data,ANSI C12.20 Class O.S(0.5%accuracy) USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-IAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- www.solaredge.us SOUTH AFRICA-POLAND-CZECH REPUBLIC solar=es Single Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US SE3000H-US SE380OH-US SE5000H-US SE6000H-US I SE760OH-US 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 Out ut Current 208V - 24 A ........................................ .................... .................... .................... .................... . .................. Maximum Continuous Output Current 240V 12.5 16 21 25 32 A ........... . GFDI Threshold 1 A ......................................................... ........................................................................................................ ............. Utility Monitoring,Islanding Protection, Yes Count Configurable Thresholds INPUT 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 Maximum Input Current 208V 21 13.5 - Adc Maximum Input Current 240V 121 85 10 5 13.5 16.5 20 Adc ......... ......... ......... ......... ......... ... ........... .. ....... ........... ....I............... Max.Input Short Circuit Current 4S Adc ........................................................... ........................................................................................................ ......I...... Reverse-Polarity Protection Yes ........................................................... ........................................................................................................ ............. sol Ground Fault Iation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 99.2 CEC Weighted Efficiency 99 ....................... ............................ ........................................................................................................ ............. Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optionallal ......................................................... ........................................................................................................ ............. Rapid Shutdown-NEC 2014 and 2017 69 0.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI accordin to T.I.L.M-07 . g...................... ............. Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions ................................................... ............................................................... ........................................ ............. 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/4 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 Swltch.... Z../10 .......... 25.1/11:4....I 26.2/11.9 lb/kg Noise <25 I I <50 dBA Natural convection and Cooling Natural Convection internal fan (user ........................................................... ................................................................................... re laceable Operating Temperature Range -13 to+140/-25 to+601'I(~.40°F/:40°C option)fs1 .F./.'C.... Protection Rating NEMA 3R(Inverter with Safety Switch) 1�1 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 131 Revenue grade inverter P/N:SExxxxH-US000NNC2 °i Power de-rating from 50'C Is)d0 version P/N:SExxxxH-US000NNU4 (01 a 0 reserved. -1090,OPTIMIZEDrBy.