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HomeMy WebLinkAbout20-22395 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22395 ELECTRICAL PERMIT _ ;,PERMIT INFORMATION LOCATION INFORMATION mit �.. Per #:22395 Issued: 1/30/2020 Address: 38525 CAMDEN AVE Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 15,246.00 Total Fees: 247.50 Subdivision: ALPHA VILLAGE Amount Paid: 247.50 Date Paid: 1/30/2020 Parcel Number: 35-25-21-005A-00000-1090 CONTRACTOR INFORMATION 'OWNER INFORMATION:, Name: VIVINT SOLAR DEVELOPER LLC Name: DOLINGER, JERRY L SR & KAREN S Addr: 1800 W. ASHTON BLVD Address: 38525 CAMDEN AVE LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542 Phone: (855)877-2974 Lic: Phone: (813)469-8516 Work Desc: INSTALLATION ROOF MOUNTED PHOTOVOLTAIC SOLAR PANEL APPLICATION FEES ELECTRICAL FEE 157.50 BUILDING FEE 90.00 SP CTI N REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE 1-y\a PRE-METER 2� FINAL `J 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. ;S'a— �;X&447, CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ............ City of Zevhvrhilis BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: so V Date Received: Site: AV& Permit Type: �0ptr � Approved w/no comments: Y I Approved w/the below comments: ❑ Denied w/the below comments: El This comment she/9t shall b ept with the pen-nit and/or plans. 7 JAN 7 Kalvin Switz lans Examiner Date Contractor and/or Homeowner (Required when comments are present) -—------------ Permit No. Parcel ID No NOTICE OF-COMMENCEMENT State of,= .Florida County of PaSCO- 0 z -6nd:in.a -larida-Statutes -THE6tRSIbNED.hdrebj_,`g' ccbrdanire�.- th r�al _'y UN ives'notice__pt_tMpro%q FTP!�r �h ��3;F the.f.following iw.tfiii this-Notice 1 Description of Property: Parcel Identification No. C-) 0 C All Street Address: A C < C_.3 2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system < M 0 1 Co CNE ,(A CV EYE M 0 a 3. Owner Information or Lessee information if the Lessee contracted for the improvement I r Name Q0 Eq --i M LO am<ey�A 0 Address city State 0 '' (b 0 M Interest in Property: a III) CsDr '13.0 0 C_ Name of Fee Simple Titleholder. Of different from Owner listed above) 0 Address city State 4. Contractor: Vivint Solar Developer,LLC m mCID cyx Name 5100 W.Hanna Ave. Tampa FL Address city State Contractor's Telephone No.: (813)359-0634 5. Surety. Name Address city State Amount of Bond: $ Telephone No-: 6. Lender. Name Address city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address city State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienor's 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 complqfion of construction and fi I the contractor,but will be one year from the date of recording unless a different date is specified): ft Q MS � k i 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, SECTION713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. pi and that the farts stated therein are true to the best Under penalty of perjury,I declare that I have read the fore of commenceme it an e of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Sigrfature oV0=6r or gessee,or Owner's d essee's Authorized Officer/Di atorPartner/Man,1r L/ 'Signatory's Title/Office The foregoing instrument was acknowledged before me thi.2day Of ?0 by tJ_Aa4L- e3j_.;A)6" (type of authority,e.g.,officer,trustee,atitimey in fact)for (name of party on behalf wh ' en m twa s executed). Personally Known El OR Produced Identification[I Notary Signature 119, : . Type of Identification Produced Name(Print) 0XV Notary Publlc Stale of Flod" Maxwell Estrada My COMM'sSiOn 00 9178DO OF Expires 09/29/2023 wpdatatbcs/nofirecommen rem ent_pcO53048 RiRD I • it it I i 'i9xo� Cyr'. 0 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RD IN THIS OFFICE ' 11U(-�Y HAND D OFFi IAL SEAL THIS DAY OF ,;tnO NIKKI ALVAREZ-SOWLES, RK&COMPTROLLER BY DEPUTY CLERK 813a80-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received D 3 / Phone Contact for Pertnittin //_ Owners Name p i2 L T N 6L E Owner Phone Number u W S V/ Owners Address 0 S 25 C A M Nki A V E- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3 95,25 CAM DEN A V E, Z E PH 1/2 H T u-S LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME Q. STEEL = DESCRIPTION OF WORK TIOAO ar R F-HoUA reb -p - onvoL'l-ATC SOLq 101mi5l, BUILDING SIZE I SO FOOTAGE HEIGHT S 4 u BUILDING $ - 0 ao VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ /q to. AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (/ =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �� COMPANY r R brV6LQ�E SIGNATURE REGISTERED Y/ N I FEE CURREK Y/N Address [ f License# y► ELECTRICIAN OMPANY 1i v �C I,A .1 E UF(.a E SIGNATURE I Y/ N I FEE CURREN I Y/N Address IS16,61W.6&AWA Vr OHM License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREI\ Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllllllllllllllllll 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,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)set of Energy Fortes.R O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities$1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of 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 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—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, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland 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 OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced 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 CITY OF " NOTICE / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE r ADDRESS DATE PERMIT# THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. C d(,1:—L cue ;�2%qt 1_J It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. �1 OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR i � � '�' ��0 1 Y r 1800 W Ashton Blvd. • '�� -°� a 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 December 26,2019 Re: Structural Engineering Services Dolinger Residence 38525 Camden Ave,Zephyrhills, FL S-6286578; 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 Sections: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 8.02 PSF = Dead Load (roofing/framing) 3.00 PSF = Dead Load (solar panels/mounting hardware) 11.02 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 1'/z" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. Page 1 of 2 Ar 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 560 448 415 560 448 415 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, \�%%%IIIII///// J. Matthew Walsh, PE FL License No. 84923 y STATE OF ; per, • � NZI ONAL �?GN l/llllli 12/26/2019 vlvint. . . 1800 W Ashton Blvd. Lehi, UT W43 Structural Group J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil Director of Engineering Stnictwal Engineering Structural Engineering jame&walshGla walsh@vivintsolar.com kirknelson@vivintsolar.com sam.brown r_vivintsolar com Structural Analysis Report Project Address Date: December 26,2019 Dolinger Residence 38525 Camden Ave Zephyrhills,FL S-6286578 Residence Roof Area 1665 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 28.265135 Longitude -82.17869 Site Class D Risk Category II - 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 SD1 = 0.056 g 1 Second Period Design Spectral Acceleration Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 22.0 deg, Product Information No.of Panels 21 \ P,�'C VA E W Weight 3.00 psf including mounting system �� '%c E N SF Installed Area 369.2 ft2 _� S No.of Connectors 28 * ', (,/1 r p STATE OF ; O�F• !c�OR1OP.•������ SS/DAIAL-� \� 2/26/2019 �/111111111\ Page 1 of 3 iv' Existing Structural Elements Carrying Gravity Load 2015 IEBC/2015 IRC/2017 FBC Existing Conditions Roof Dead Load Roof Live Load 4 psf Composite Shingle 20 psf 2 psf 3/4"Plywood Sheathing 1 psf Roof Framing @ 24 in.o.c. Ground Snow Load 0 psf Ceiling,Mechanical,Electrical 0 psf 1 psf Miscellaneous 8 psf TOTAL Flat Roof Snow Load 0 psf Wall Dead Load 8 ft Wall Height 300 ft Wall Length 12 psf Wall Weight New Conditions Roof Snow Load(ASCE 7-10 Roof Dead Load Roof Live Load with Solar Panels Eq.7.4-1) 3.00 psf Solar Panel Weight 0 psf 0 psf Total per Rafter Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing 56.04 plf Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing 22.04 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -60.67% Total New Gravity Loads are less than Existing Loads.OK 2015 IEBC Section 707.2 states: "Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1. Structural elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent." 2015 IRC Section AJ501.4 states: "The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or dangerous shall be made to comply with the applicable requirements of this code." 2017 FBC Section AJ104.1 states: "Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive reconstruction shall not be required to be evaluated." Page 2 of 3 Wind Uplift Simplified Procedure for Components and Cladding ASCE 7-10,Section 30.5 V= 145 mph Basic Wind Speed Exposure D ASCE 7-10,Section 26.7 = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 22.0 deg Sanchor= 48 in Horizontal spacing of roof anchors Ahib= 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=AKOneno= 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= 3.00 psf Zone 1 Zone 2 Zone 3 Waplift= 46 psf 72 psf 131 psf Peas=F.S.x A,rib x(0.6D-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 Dpen= 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'=CD 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= 560 lbs 448 lbs 4151bs Max Load=0.853 OK CAPACITY= 657 lbs 657 lbs 6571bs Page 3 of 3 1 ivi '® t- LG330N1 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 Technologyllt 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 �L O us C E In progress ♦ . M1 Made in . VSA ._ From Imported Parts Features Enhanced Product warranty 25 Enhanced Product Warranty 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 I 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 Electronics is a global leader in electronic products in the clean energy markets by offenng solar PV panels and energy storage systems The company firstembarked on a solar energy source research program in 1985,supported by LG Group's vast experience in the semi-conductor. LCD,chemistry and materials industries.In 2010.LG LG Solar successfully released its first MonoV series to the market, which is now evadable in 32 countries. The NeONT (prey ws Mono%° NeON), NeONa2,Ni,ON-2 Bil'acial wan the Intersolar AWARD'm 2013.2015 and 2016,which demonstrates LG's leadership and innovation in the solar industry I L Oj N �12 1!Ilade/rr 4��r I NeUsA� . Fmmtm�eAPartsri LG330N 1 C-V5 General Data Electrical Properties STC* Ceu Properties(Matenanype) MonaaystaNne/N-type Model LG330NIC-VS Cell Maker LG' Maximum Power(Pmax) [Wj 330 Cell Configuration 60 Cells(6,x 10) MPP Voltage Nmpp) [V] 33.7 Numberof8usbars 12 EA MPP Current(tmpp) (A) 9.8 Module Dimensions(Lx W x H) 1,686mm x 1,016mm x 40 in in Open Circuit Voltage (Vog35%) [V] 40.9 Weight 17.1 kg Short Circuit Current (Isot5%) [A] 10.45 Glass(MatenaQ Tempered Glass with AR Coating Module Efficiency [%] 19.3 Backsheet(Color) White Power Tolerance [%j 0-+3 Frame(Material) Anodized Alumimum "STC(Standard Test Condition):Irradiant a 1000 W/m',Cell temperature 25 2,AM 1.5 Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000 mmx 2 EA Operating Conditions Connector(Type/Maker) MC 4/MC Operating Temperature (,C) -40-+90 Maximum System Voltage [V] 1,000 Maximum Series Fuse Hating [A] 20 Certifications and Warranty Mechanical Load(Front) [psfJ 113 tEC 6t215-i/-7.1tZ2Q16,IEC 61730- Mechanical Load(Rear) [A 84 Certifications 1/2:2016,UL 1703 ISO 9001,ISO 14001.[so s0001 Packaging CDnfi uration DHSA518001,PV CYCLE Number of Modules per Pallet [EA] 25 SaRMistCorrosionTest IEC61701:2012 Severity 6 Number of Modules per 40ft HQ Container [EA] 650 Ammonia Corrosion Test IEC 62716:2013 Packaging Box Dimensions(L x W x H) [mm] 1,750 x 1A 20 x 1,221 Module Fire Performance Type i(UL 1703) Pacaging Box Gross Weight [kg] 464 Solar Module Product Warranty 25 Years Solar Module Output Warranty UnearW,arnvrcy* *1)First yaar:98% 2)Afterlstyw:0.35%annuaidegradatio4 3)89.6%fiv,25years Dimensions(mm/inch) Temperature Characteristics NMOT [°C] 42 L3 Pmax wC] -0.36 Voc [,Ircl -0.27 *NMOT(Nominal Module Operating Tomperaturer tn-adianc a 800 W/m',Ambienttempemture 20'C tz'p�•� ins.a.s_s ;r :i Wind speed 1 m/s,Spectrum AM 1.5 Electrical Properties NMO Model LG330N1 C,VS Maximum Power(Pmax) [W] 246 MPPVottage(Vmpp) [vl 31.5 MPP Current(Impp) [A] 7.81 ; Open Circuit Voltage(Voc) [V] 38,40 Short Circuit Cwent(Isc) [Al 1140 r s m/ tie .1 I-V Curves i2.0 1000W i I •� aoow AA 600W U ' t 40OW 4.0 r _ 200W 00 _ 0.0 10.0 20.0 30.0 400 Voltage(V1 LG Electronics Inc. I' Product specifications are subject to change without notice. � © Solar Business Dhasmn LG330Nl C-V5_US_Ver0l 2000 Millbroak Drive Life's Good Lincolnshire,IL 60069 ©2019 LG Electronics.A11 rights reserved. +J www(g-sotar.com • olar ' se �nve�ers Single Phase ooH-us / r North America �S i SE6o f 0 E3$DOH-US 1 SE5000H- S SE3000H -USI _� SEA 600H s;�• t c `ti Y � t� r ,_ • r.6 canner,k.. 1. 3 r� r5 � technQlagv -�VaV ed with Hp _ 1 1latio O timile's ��and 690.12 optjMI7 �C15t to work`Kith power p „ Specifically designed 014 and 2017,per article 690 Val,rm breaking etbciency for�tEC 2 er for longer strings hutdown I11t111t111 v Record- vent and rapid s - . Fixed voltage in tect On 21 grid compiiance YY : integrated arc fault Pro for CpUC Rute Orin doors Sp certified, install°utdoors AN U1_17A1 small and easy CO 1 tiC capacitors •..._ _ n Extremely out any electro y www solared�e.us liability with p,5(0.5q°accuracyl Nigh re level n-onitoring��S1 C12.20 Class dole- to RONtAN\A'NUN6ARY'SwEDEN" Built-in m revenue grade data, l RANCE•gEtGW�'TURKEY-iNpl�gUtG� . Opt'Onal'' AW _ -- "- I iY-THENETNERIANDS-IAPAN'EH1NA-AUSTFAttA-\SRAEL-E USA'CANADA'6ERMANo CZECN REPO 50UTN AFRICA-POIAN solar ® . single Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE760OH-US OUTPUT Rated AC Power Output 3000 3800 S000 6000 7600 VA Max.AC Power Output........................... ..... ... ...3000.. .... .......3800..... ......5000.. .... .......6000.......I.......7600....... ... VA. ... ......................................................... . .................... ................ ... ............ ........ ... AC Output Voltage Min..Nom:Max.(183:208_229) ✓ - I Vac .................... ......... ............ ................... .................... ................ AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ I ✓ ✓ ✓ Vac . ......................................................... ....�....... ............................... .. ............1� .................... AC Frequency(Nominal) 59.3-60-60.5 Hz ................................................. .................... ................... ................... Maximum Continuous Output Current 208V . I 24 I A ... ... .. ............. Maximum Continuous Output Current 240V 12.5 16 21 25 32 A ....... I ..... ...... ......... ... ... ..... .... .. ..... ............ GFDI Threshold ......................................................... I A . ......................................................... Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power 4650 5900 7750 9300 11800 W ........................... Transformer-less,Ungrounded Yes ..............'ag................................. .................... ............ ................................................ ............. Maximum Input Voltage 480 Vdc Nominal DC Input Voltage I 380 400 Vdc ........ ............................... .. ................ ........... ........ ........... . . Maximum Input Current 208V la I.... I 13.S Adc ...... ... ... .... ....... ............5 .MaximuminputCurrent240V1-I .. . 8.5 I... ..10.. I. .....13....... . ......16;5..................20........ Adc Max.Input Short Circuit Current 45 I Adc .......................... .............................. ............................................ . Reverse-Polarity Protection I Yes ... I......... . .......... ... .... ..... ......................... s................................ ....... ..... ... Ground-Fault Isolation Detection 600ku Sensitivity ................. ................................... ............... .... ........ .............. ............ ..... .. ....... ......... .......... Maximum Inverter Efficiency 99 I 99.2 I . ....... .............I............. . .......I........I.. .. ............... ...... ................. . .................... ............. . CEC Weighted Efficiency 99 %.... .. ............ ........................... ............. .................................................... ................... .............. Nighttime Power Consumption I <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) ............................... .. . ...................... .......... .............. ........................... .......................................................... Revenue Grade Data,ANSI C12.20 Optional Rapid Shutdown-NEC 2014 and 2017 690.12 I Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.LL.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) .......I. . ..................I. .............. .......... ............................................ ........... .. ......... ....... ..... ... ............... .......... . Emissions I FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 0.7S-1" Conduit/14-6 AWG DC Input Conduit Size/#of Strings/AWG Range..... ................ ..........0.7S.......ndui ...-2 st ings/............................ .... ...... g 0.75-1" Conduit/1-2 strings/14-6 AWG . .............. Dimensions with Safety Switch(HxWxD) I 17.7 x 1 4.6 x 6.8 /450 x 370 x 174 in/min .................... ........................I.... .. .... ............... ..............,....................... ........... ..... .. ........ . Weight with Safety Switch I.......... 22 10................ 251/11,4 26.2/11.9 Ib I kg ...... Noise I <25 <50 dBA ...... ... ..........I..... ............................... . Natural convection and Cooling Natural Convection internal fan (user .. ........................... ..................... ..... re laceable Operating Temperature Range -13 to+140/ 25 to+60 (-40°F/ 40°C option)( 'F/'C ....................................... ................... ... ...... ....... ...... ..............I........................... ..........................I .... ...... ... .... Protection Rating NEMA 3R(Inverter with Safety Switch) ......... ...............................I...... ... ...... ........................................................... .... .... .... ..................................... in For other regional settings please contact SolarEdge support �=1 A higher current source may he used;the mverterwdl limit its input current to the values stated tag Revenue grade inverter P/N:SExxxxH-US000NNC2 Power de-rating from 50'C Is�-40 version P/N:SExxxxH-1JS000NNU4 RO HIS O 1 ' 1 r PTIMIZED BY 1 • 1 IURISDICTIONAL NOTES: GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWLNG CODES a. 2014 NATIONAL ELECTRICAL CODE b. 2017 FL BUILDING CODE-RESIDENTIAL 6TH EDITION c. ANY OTHER LOCAL AMENDMENTS pLY wtpRVA LI"a ALL S WORM " UiLD1NG DOD t1ALa''OF OF p 1 ILLS SHEET INDEX: PV 0.0-COVER SHEET PV 1.0-SITE PLAN S 1.0-MOUNT DETAILS REVIEW DATE E 1.0-ELECTRICAL DIAGRAM CITY OF ZEPHYR E 2.0-ELECTRICAL NOTES PLAN EXAMINER E 3.0-WARNING LABELS E 4.0-WARNING LABEL LOCATIONS E 5.0-ELEC PANEL PHOTOS E 5.1 -ELEC MSP/STICKER PHOTOS GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES: a. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED THE ROCK-IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE SYSTEMS,WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF SPACED AS SHOWN IN THE DETAILS,AND MUST BE STAGGERED TO THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. b. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE 716"LAG CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2Y"PENETRATION INTO ROOF FRAMING. C. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE c. THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM. d. RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE d. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM. . Y. ! INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE e. GROUND SNOW LOAD=0 psf VOLTAGE. f. WIND SPEED=145 mph e. SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D SPECIFICATIONS. v' v i�t•SoIar 1800 A L .L HI,UT,84043 1.877.404.4129 FL LICENSE: EC13006740 PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE-6 930kW DC 17.600kW AC I DOLINGER RESIDENCE Camden Arm CaTfUlle Ave MODULE TYPE &AMOUNT-(21)(21) SolarEdge LG LG330Q1C-V5 WITH 21 P340 OPTIMIZERS 38525 CAMDEN AVE eZEPHYRHILLS,FL,33540 MODULE DIMENSIONS- (L/WIH)66.93"/40"/ 1.57" UTILITY ACCOUNT#:8262369137 INVERTER-(1) SolarEdge Technologies SE7600H-US000BNC4 INTERCONNECTION METHOD (GRID-TIED)-SUPPLY TAP SEGION $62865'8 OPERATING CENTER:FL-01 COVER DATE: 1212412019 SHEETDRAWN BY: DIN PV STRING(S): 00F SECTION(S): 1 SLOPE-22 SYSTEM LEGEND #1)11 MODULES AZIMUTH-180 PV SYSTEM SIZE: MATERIAL- NEW 6.930kW DC I 7.600kW AC#2)10 MODULES COMPOSITION SHINGLE V2 SLOPE-22 EXISTING INTERIOR MAIN SERVICE PANEL& AZIMUTH-180 M POINT OF INTERCONNECTION.TIED TO DETACH MATERIAL- UTILITY METER#2105866. COMPOSITION SHINGLE 'OF MSP.NEW PV SYSTEM AC DISCONNECT. LOCATED WITHIN 10 1 NEW PV SYSTEM INVERTER:SolarEdge TethnoIoe SE7600H US000BNC4 (RSD EQUIPPED) 21 NEW LG LG330QIC-V5 MODULES. NEW SOLAR EDGE P340 OPTIMIZERS,MOUNTED ON THE BACK OF EACH MODULE. NEW PV CONDUIT RUN.'SEE EE1.0 CONDUIT SCHEDULE O NEW JUNCTION BOX.(MOUNTED WITH SOLADECK) O O D-06-pI fl 1 STATE OF vivint.Solar 1.877.404.4129 DOLINGER RESIDENCE 38525 CAMDEN AVE 38525 CAMDEN AVE ZEPHYRHILLS,FL 33540 FRONT OF HOUSE. UTILITY ACCOUNT#:8262369137 SERVICE#:5.6286578 SITE PLAN ____ OPERATING Pv 1 • DATE: 12124/2019 SCALE: 3/16"= 1'-0" DRAWN BY: DIN MOUNTING LEGEND ROCK-IT COUPLING MID CLAMP 2 ROCK-IT COUPLING MID CLAMP S 1.0 ROCK-IT 3.0 COUPLING MID CLAMP ROCK-IT rRIT SLIDE PEDESTAL METAL ® ROCK-IT 5/16"x3/8' FLASHING COUPLING SHELF HEX FLANGE BOLT 300 SERIES SS ROCK-IT COUPLING SHELF ISOMETRIC VIEW COMP SHINGLES SS LAG SCREW TORQUE=13t2 FT-LBS. Içt $: SIDE VIEW 5/16'x1 1/2' TIE PLATE HEX FLANGE BOLT ID VIEW 300 SERIES SS 8 ILSCO SGB-4 GROUNDING LUGS S E O O® 1 ROCK-IT MOUNT DETAIL s 10 NOT TO SCALE S 1.0 NOTTOSCAI.E Ul.LIST WIG FOR ECOFASTEN:2703 2 ROCK-IT COUPLING ASSEMBLY WEIGHT:2.3 6. S 1.0 NOT TO SCALE TOP ViEW CLAMP+ATTACHMENT r CLAMP+ATTACHMENT COUPLING PERMITTED I COUPLING CANTILEVER 1/3 OR LESS CLAMP SPACING NDSCAPORTRA TPE=MAX 48"MAX 48"(4'-0-O, \\\\1`��E IIa., COUPLING CLAMP LRAFTER MODULE ROCK4T SLIDE MODULE = ", ••.�' METAL MODULE FLASHING EPDM BONDED WASHER RAFTER FORMS WATERTIGHT SEAL RAFTER _ � �Q, '>6 STATE OF .'W TRUSS �) L=LANDSCAPE CLAMP SPACING j Q • k/ ,.:�• h 4] •. � r _ is '0 2"x4"AT24"O.C. /// 'Ot`.'G� \� 4 PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRAIT LANDSCAPE _� I - L PORTRAIT '//�`p8% - - ( ' \�`�\ COMP SHINGLES s 1.0 11°r T°S s 1.0 NOT T°S CLAMP SPACING i11 j�N�►t 1t,��\� 2112"MIN 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE MIN 5/16"DIAM ONE HOLE STEEL STRAP CONDUIT SS LAG SCREW PV MODULE,TYP.MOUNT 1 TORQUE=13f2 FT-LBS. TO FRAMING OF EXISTING "x:::)c-ROOF TYPE.PARALLEL S1.0 WITH PLANE OF ROOF CONDUIT MOUNT BRACKET vivint.Solar SECTION VIEW 1 f FLASHING OR TILE STRAP DOLINGER RESIDENCE .•... 38525 CAMDEN AVE ZEPHYRHILLS,FL,33540 3 SECTION VIEW UTILITY ACCOUNT#.8262369137 s 1.0 ►CTTO 6 PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL S lA NCTTOSCALE s 1.0 NOT TO SCALE SERVICE#:38286678 CEN7MFL-01 S 1 .0 MOUNTDETAILS DATE: ,?J2412019 SCALE: NOT TO SCALE DRAWN BY: DIN Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 6930 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size AC System Size(Watts) 7600 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A w ov rn Total Module Count 21 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A > can m Q M N 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" w LL 2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" J 3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" y g = o 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" t N at k 4 Inverter Output(THWN-2) 8 AWG 3(11,12,N)B/R/W EMT 3/4" po 00 a mw 4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" 5 Service Feeder(THWN-2) 6 AWG 3(L1,12,N)B/R/W EMT 3/4" 5 GEC(THWN-2) 8 AWG 1(GRN) EMT 3/4" O %a►IiuuS,ELfr,t _ NIX ag611 = U STATE OF S 12/26/2019 SolarEdge License Expires: 2/28/2021 S o o SE7600H-US O 'i r N K W m Point of Interconnection,Supply Side ≥ V Square D D222NRB, 705.12(A) > Z W 240V/60A,Fused,NEMA3 w J in n J pop Z Z 1L STRING 2:10 PV 1 2 M SHEET MODULES . .. Existing Square D W/OPTIMIZERS 240V/150A Service Panel, NAME: Single Phase,with 150A 0Y00 Main Disconnect C c 3 STRING 1:11 PV 1 2 '' MODULES NEMA4Junction Box 4 PP40A M O W/OPTIMIZERS 4 5 SHEET NUMBER: 21 PV MODULES PER INVERTER=6930-WATTS STC Visible/Lockable'Knife'AC Minimum GEC size6 e-1 Disconnect AWG copper LL; DC Safety Switch I PV Module Rating @ STC Conductor Calculations N Rated for max operating condition of I Module Make/Model LG LG330Q1C-V5 c inverter.Art.690.35 compliant.Opens all I Max. Power-Point Current(Imp) 9.38 Amps Wire gauge calculated from 310.15(B)(16)&(17)with ambient temperature calculations from d W v Im v > 310.15(B)(2)(a) &310.15(B)(3)(c)and raceway fill adjustments from 310.15(B)(3)(a).Conduit on a m eM.t ungrounded conductors I Max.Power-Point Voltage(Vmp) 35.2 Volts z rn to Open Circuit Voltage(Voc) 42.5 Volts the roof shall be installed no less than 1"above the roof deck. d o H � Under Array"conductors use the 90°C ampacity in 310.15(B)(17)with relevant ambient g Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.73 Amps temperature adjustments. d 6 = c DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps PV Circuit conductors use the larger ampacity in 310.15(B)(16)or(17)using the 75°C column with E N } a DC Max.Input Voltage 48 Volts Nom.Max. Power at STC(Pmax) 330 Watts the continuous duty °p 8 uprating or the 90°C column with the relevant ambient temperature and w a > mw DC Max.Input Current 13.75 Amps Max.System Voltage 1000V raceway fill adjustments and without the continuous duty uprating per 690.8(B). DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.24 %/C Non-PV Circuit conductors use the ampacity in 310.15(B)(16) in the 75°C column or the 90°C D Max.string rating inverter dependent.See SE documents. column with the relevant ambient temperature and raceway fill adjustments,whichever is less Inverter Make/Model SolarEdge SE7600H-US LAC Output Current According to art.690.8(B)(1) I 32 I Amps (110.14(C)&310.15(A)(2)).The rating of the conductor after adjustments shall be greater than, CEC Efficiency 99 % Nominal AC Voltage 240 Volts or equal to,the continuous duty uprated current. More information about conductor calculations can be provided upon request. AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Calc. Ex:Wire Ampacity x Ambient Temp.Corr. Factor x Conduit Fill Adj. Factor>=Output Current Cont.Max Output Current 32 Amps (Tag 1 Under Array): _ DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art. DC-to-DC Converter Output: 10 AWG rated 55 A, 55 A x 0.96 x 1=52.8 A>=15 A O Input Short Circuit Current 45 Amps 690.8,Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c), (Tag 2 Attic): (1) Max Output Fault Current 40 A/20 ms 310.15(B)(16),Chapter 9 Table 4,5,&9. Location specific DC-to-DC Converter Output:12 AWG rated 30 A, 30 A x 0.71 x 0.8=17.04 A>=15 A y� temperature obtained from ASHRAE 2017 data tables. (Tag 3 On Roof): ASHRAE 2017-VANDENBERG AP DC-to-DC Converter Output:12 AWG rated 30 A, 30 Ax 0.71 x 0.8=17.04 A>=15 A �C Highest Monthly 2%D.B.Design Temp.:35.1°C (Tag 4 Exterior): Lowest Min.Mean Extreme D.B.:-5°C Inverter Output:8 AWG rated 50 A, 50 A>=40 A (Tag 5 Exterior): Service Feeder:6 AWG rated 65 A, 65 A>=60 A a to a) v rn OCPD Calculations O Breakers sized according to continuous duty output current. PV circuit nominal current based off oc N< co 0 inverter continuous output current X(1.25[art. 690.8(A)]). -J -I QV H YJ S Inverter 1:SE7600H-US Max Output=32 A x 1.25 [art.690.8(A)] Z C =40A<=40A(OCPD) > > W system output current w/continuous duty=40<=40A(System OCPD) 00 N H H V Ln N N J cc llt/I�l�1�` Other Notes ``,��t111i • Designed according to and all code citations are relevant to the 2014 National Electrical Code. ���� dOY �F �4j SHEET � �iGENg� �°9 . NAME: In m STATE OF zø. '° OR% SHEET NUMBER: �hflf I Ntt1� ` 12/26/2019 License Expires: 2/28/2021 N IL ^ W Ln W Main Service Panel Signage ai z J (installed on the Face of the Service Meter) o LL 000 per 690.54,690.56(B),&705.10 Combiner Boxes,J-Boxes,Disconnects,Devices,& U • DC Disconnect per 690.53 nWi D Inverters in Un-Grounded Systems per 690.35(F)(String •• • • • • -• • • • -• • - ► • • j systems) • • • • • • • • •• -• ! :f 1 - Conduit,Raceways,and J-Boxes (Labeled Every 10') Ccn 1 � AC Disconnect and Any Load Centers(Combiner Panel) .� per 690.17(E)&705.12 • •• • r, • !• ! f DC Disconnect per 690.13(B)690.17(E) °J j ! •• N •• • • • v g ° 0 Inverter Output Connection(Solar Breaker)at ON $^ Main Service Panel per 705.12 D 2 b ≥ � U •• • - ! - W W H ! •• F fJJ- U ^ to Rapid Shutdownper 690.56(C) Rapid Shutdown Disconnectper 690.12 5 Installed On AC Disconnect \ �t�l �� z z -j r4 ( ) ,� aY F4 ����� SHEET l • • • • • • •• • - • ANN d� VFtS' ��i • • •! `�?Q•� b�GENBF' 9O�i� NAME: * No 8611 = c STATE OF f° ego 3 a '��ii �1OR1O' SHEET 'y, p , NUMBER: Si/t/t/! ,t1 ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO 12/26/2019 SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. License Expires: 2/28/2021 M ALL PLACARDS SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. W 1 CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED WARNING:DUAL POWER SOURCE n WARNING WARNING 1 Property of Vivint Solar 4 SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM 9 ELECTRICAL SHOCK HAZARD 12 ELECTRICAL SHOCK HAZARD W 0 MAIN BREAKER DE-RATED TO***DUE TO SOLAR RATED AC OUTPUT CURRENT:***A IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE u > CIRCUITS NOM.OPERATING AC VOLTAGE:***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED - W LL N 2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar a DO NOT INCREASE MAIN BREAKER RATING WARNING:PHOTOVOLTAIC POWER SOURCE I Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER d = c Property of Vivint Solar 5 Property of Vivint Solar WARNING 13 SOURCE AND DISCONNECT LOCATIONS.PLACARD = 10 N > v I: WARNING PHOTOVOLTAIC AC DISCONNECT INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL o m aa. +T ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT: ***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) N , LU DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE: ***V Property of Vivint Solar Property of Vivint Solar D THE LINE AND LOAD SIDES MAY BE ENERGIZED IN Property of Vivint Solar PHOTOVOLTAIC POWER SOURCE DC DISCONNECT THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID 11 RATED MAXIMUM POWER POINT CURRENT(IMP) ***A 14 PV rapid shutdown disconnect Property of Vivint Solar 7 SHUTDOWN RATED MAXIMUM POWER POINT VOLTAGE(VMP) ***V placard indicated on E.3 Property of Vivint Solar MAXIMUM SYSTEM VOLTAGE(VOC) ***V L_ p PHOTOVOLTAIC DC DISCONNECT I SHORT CIRCUIT CURRENT(ISC) ***A 11Nt1t81,111'' 8 Property of Vivint Solar Property of Vivint Solar " Oc'1 ELJ,� i ***-value calculated for each NO account,for specific value see the •8611 previous warning label page * STATE OI 11 14 4 ('-:5;-\.) 7 m 12/26/2019 License Expires: 2/28/2021 ROOFTOP ARRAY 8 12 6 6 6 2 ( i:)4 13 IF APPLICABLE EVERY 10'AND `r WITHIN 1'OF ELBOWS ••,_ :P, 3 9 3 3 3 1 1 2 8 00 0 .� 5 �.Gs�•tia 5 5 5 5 5 5 0 0 �. FG z m nn MICRO-INVERTER SYSTEMS �°C•, °uC, n 00 DISCONNECT L INSIDE ? z LL - - - - - - - - - - - - - SHEET SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE NAME: 12 JUNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) DISCONNECT PANEL c BOX 5 INTEGRATED WITH (WHERE REQUIRED) _ �' STRING-INVERTER 10 1Q SYSTEMS ARRAY) TYPICAL SOLAR GENERATION INSTALLATION INSIDE PANEL 3 ' d (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) SHEET ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT, ENCLOSURES, NUMBER: SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT RACE-WAYS, CABLE ASSEMBLIES,JUNCTION BOXES COMBINER BOXES,AND DISCONNECTS TO ALERT THE FIRE SERVICE TO TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED.ALL AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT(3048 MM),WITHIN 1 FT(305MM)OF PLACARDS SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS. TURNS OR BENDS AND WITHIN 1 FT(305 MM),ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR et HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS tai NOTES fl vivint.Solar Solar 1.877.404.4129 DOLINGER RESIDENCE 38525 CAMDEN AVE ZEPHYRHILLS,FL,33540 UTILITY ACCOUNT#:8262369137 SERVICE#:S-€286578 EGNAL CENTER FL-01 E 5.0 DATE: 1212412019 DRAWN BY: DIN NOTES { vivint.Solar 1.877.404.4129 DOLINGER RESIDENCE 38525 CAMDEN AVE ZEPHYRHILLS,FL,33540 UTILITY ACCOUNT#.8262369137 SERVICE#:$6286578 OPERATING CENTER FL-01 E 5.1 DATE: 121242019 DRAWN BY: DIN