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HomeMy WebLinkAbout23-5554City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 ELCIWISC-005554-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/17/2023 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 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 permit required from other governmental entities such as water management, state agencies or federal agencies. I I I I I I � 1! � I 1� I 1 1is • 1 � 11 1• 1 1 1 1 11 1 1 11 1 1 1 1 11 Uomplete itlans, -pec Icarl-o—ns-NMU-Ye-e Must AccompaFy App accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 1:24 N IT, I k 2 *V'4 U 1 11,14 1, a jj 0 a PEPT OFFICE ITWOUT APPROVED INSPECTION 1 alsf—Al V loll, * 0 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'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 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 perforined to meet standards of ail 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, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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 penriftfing 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. FLORIDA JURAT (F M me or naS/haVe pr as identification, \ —Notary Public No,_dH214785 ELIZABETH BRANNACK Ka —me of Notary typed, printed or -- stamped ped sc srn Notary Public State of Florida Elizabeth Brtmnaok MyHC2 1 4785 2lit EXP, 11241206 and sworn to (6fr affirmed) before me to me or identification. Notary Public Comm! sion No, ELIZABETH BRANNACK Ka —me of Ro—t—aii typed—, printed or stamped Notary Public State of Florida of Ehza beth Public My Commission HH 214785 E "Xp I 1 0 6 xp, 1 9, Expiration date of notice of commencement (th ion date will be 1 year from the, date of recording unless a diftrent date is specified) tzla'-Ij WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENOTO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Ak._ . OWNER Slon;� a 01 , or Ownees or Lessee's Authorized Officer/Director/PartneffMana(mr Signatory's TMwDffke The foregoing instrument was acknFvAedged befo=ZZris of [A physical presencelor online notadration, this i day of � ;Xzi by mon*Vyw name of person asf w or I authocity- owner, officer, trtistee, attorney In fact Name on I whom Instrument was executed 7 1 A" n tlw� S g of Notary Public — State of Florida Print W, or stimO 4bom—missloned name of Not" Public: Pe nally Known _OR Produced ID X of ID Produced QSIVgR§ LICEN§E ,W Of*Notary Public State of Florida Lauren E EI-Taher Form ocintant revised: 01/01/20 --q My Commission GG 298001 Expires 0210412023 IS A DocuSign Envelope ID: 87C552F0-02D9-47B3-9AD0-8A49AE33FB15 THIS COPY This is a copy vkw € f the Authoritative Copy held by the designated € u to ian momentum SOLAR SOLARELECTRIC INSTALLATION CONTRACT Adrian Chaitan Customer Name 75Q fail Clover Lane Zephyrhills, FL 33540 Service Address City, State, Zip (51) 2$6-1543 Chaitan1175 175@gmail.com Phone Email Address Duke Inner- Florida brev. Progress ner Florida OR Electric Utility Company Hanwha 0 CELLS Enphase Energy 3.395 kW Q.PEAK DUO ELK-C10+ 365 IQ7-60-2-US c t 1 System Size" Solar Module Make/Type Inverter Make/Type Count 0 ON� �±itiL� �4e Battery Count Battery Make/TypeU a pf Bette is ! # - #' " ! « # # # « !' • # finance • # TOTALP yment 9 ule and total of payments (including any finance charges). • MOMENTUM SOLAR:{ ,716.75 Optional Down Payment: $0.00 Upfront e. re 4 i(' Totala . ' • 1 ,715.75 Document.24 FL Page 1 of 10 THIS IS A COPY This is a copy view of the Authoritative Copy held by the designated custodian momentum SOLAR You R g that, regardless of whether you obtain financing from " third party, require payment upon completionof the installation! requiredinspections)r and that we are not bXtending credit to i connection with this transaction. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW SECTIONS 713.001413.37, FLORIDA of Business Professional Regulation. V MWA «i •,. i" «. i i R r ` ! * i '° • ,* �i "'� i i i.. i i .i, i *' * R i i> a ,. i! rM, i i • 1b i i • i i i i` i ii i• i .R R Mii^ i ii i� i ii* i • i � ` i * ii • "` 'i �i'* R .. • i i Y i * " i * i R .. ,. i i. •. i; i . R R "' i• i i i R! . . i s ,. .., i * *:i .' i i .i * i • `r i +R i • i .1'iR i � i i* IOI, i" Time Period: i* beginning work underi i • days after receive all Fe-quired paperwork from the applicable state, utility, and municipatity. We anticipate that Document.24 FL Page 2 of 10 DocuSign Envelope ID: 87G552F0-02D947S3-9AD0-8A49AF33FB15 THIS IS A COPY This is a copy view of the Authorita iv e stem' held by the designated custodian Wiz..,. momentum SCR s • • • '` • M t • • •,i • `• w w ^ « It • to at"" • t !; ,� t t « t ., ,» !' A t ! • • ----------------------------------- r �a DIY y� • �., • �, y l �r �► iY! ; r se ,y w f � '� w �r � s � � � � � M � sr. y tln R. i �. a A • mti: ; s y � � y �. r # :.� � � � y • 1 � l re ; � it l � ae A � � ; • 111..y 1� • j y N� � III. : � Y! y. YM a M. " y g M ! '. � Y ll�.. IIU fill iii ri it W # i.; 91l M Document.24 FL Page 4 of 10 HIS IS A COPY This is a copy view of the Auflioritative Copy held by the designated custodian momentum SOLAR CONSEQUENTIAL OR PUNITIVE DAMAGES EXCEPT TO THE EXTENT SUCH DAMAGES ARE CAUSED BY OUR GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. Binding Nature: This agreement shall bind and inure to the benefit of the respective heirs, personal representatives, successors, and permitted assigns of each party. or waive suun part o3l H ! R AM R iMe « « R « agreement.40 by party. # # • i s R i R # t ! • • 4 R • t # ! « '' # # ! • #, t- #' !i ! « • # # ! is "# i Doeument.24 FL Page 5 of 10 DoruSign Envelope ID: 87C552FO-02D9-47B3-9ADO-8A49AE33FB15 THIS I € COPY This is a copy view of the Authoritative Copy held by the designated custodian momentum Action Class Waiver: ARBITRATION AN INDIVIDUAL BASIS. AS a RESULT, NEITHER OTHERYOU NOR PqMUTym MAY JOIN OR CONSOLIDATE CLAIMS IN ARBITRATION BY OR AGAINST "CUSTOMERS", [! M gTE IN COURT vs f.. OR ARBITRATE XIl Mom.. dR. i ANY CLAIMS AS 1. REPRESENTATIVE OR MEMBER OF A CLASS OR IN A PRIVATE ATTORNEY Gd4tkAL CAPACITY. By initialing here, you agree to the terms of paragraph:a Customer Transfer of Title: The title of the equipment will pass to you upon the delive of the equipn ,r t to yc property, or any storage facility you deli nate. Until the equipment has been elivered� d for gg mti you or your agent, we retain the title for tha equipment1;0, � \, A6l>; " • +a1 1 �. � •� 1 i l •• s t �i • Document.24 FL Page 6 of 10 M 10 L OBud i=1 tr 'juawnooCl \v l { Z� tl�l C S" \ ' lei t d v"l wnjuawow C', THIS IS A COPY This is a copy view of the Audhoritative Copy hOd y the desp;nated custodian momentum SOLAR You may CANCEL this transaction, without any Penalty or Obligation, within THREEI��USINESS DAYS from the above date. If you cancel, any property ^#^# in, any Fayments made by #u under the contractor i any negotiable instrument executed by you wi I be returned within TEN BUSINESS DAYS following receipt w ^ • n # ^ expense# If you do make the goods availablejo the seller and the seller oe ot Document. 4 FL Page 8 of 10 THIS IS A COPY This is a copy view w of the Authoritative Copy hold by the designatted custodian momentum SOLAR negotiable If you cancel, any property traded in, any payments made by you under the contract or sale, and any e• by be -• within TEN BUSINESS i`following receipt by the seller of your cancellation notice, and any security interest arising out of the expense and rts� ' 1b A a r Document.24 FL Page 9 of 10 .. M A ..,. • I -• ••TIENIMT,..•i b,.. THIS COPS` This is a copy v'ew of the Authoritafive Copy geld by the deMgnated custodian momentum SOLAR • FT• • • , • The Florida Public Service Commission,pursuant to Section!Floridai • '25-6.065, Florida Administrative Code, relating to interconnection and net metering of customer -owned renewable generation. Section (5)(e) requires that the owner of a Tier 2 renewable generation system have� general liability insurance for personal and property damage of $1 million. A Tier 2 renewable generation systenfis one that is 11.76 kW ! i or + 4%1100 'Your localutility as interpreted this to mean that, in order to interconnect your solar generation yste t e local utility grid (and for it to function and provide you with the electricity it generates), you will a ' to prde proof that you have $1 million of general liability insurance as part of the application for Interco ion�ith their system. 1 a 2)Zi`,S E By initialing here, you acknowledge that you understand the terms of tf�4agraph de irri ations if you fail to provide and maintain proof of this insurance:gl t IN IN c { Alternatively, an owner of a Tier 2 renewable generation system" t s -ins `his $1 million if it can demonstrate to the utility that the owner has sufficit financial e ' cover a potential 1 million obligation. As part of the interconnection process, your 411hoal uity will let you �w what information it needs from you to make this determination and the tirn for su ,ermination. 1fi Failure to provide proof of such surance�M to obta � pproval from the interconnecting utility to allow you to self -insure will result in a denial �� ourusst to m connect your system or, if interconnected, the termination of such intsrconnsctio`��l ut��� terconnection, your system will not operate, you will not be able to offset any eleetricl,"used in"°me and you will not be able to obtain' any benefits of net metering any extra energy yours stem pro+ ees+, YA By irnting hare, acknoedge that you understand the terms of this paragraph and the implications if you�il to provid�tfte proof of insurance or the local utility's approval to self -insure instead of provicltg this inaance° DS Customer Initi l Document.24 FL Page 10 of 10 _Mina Makar Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd January 12, 2023 South Plainfield, NJ 07080 Re: Proposed Photovoltaic Solar Panel Installation Adrian Chaitan 7850 SAIL CLOVER LANE ZEPHYRITILLS, FL 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Arcbitect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o,c. spanning 17' 9" with a top chord length of 19' 2" with intermediate supports at 1/3rd points, making the effective longest span equals 7'8" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / SE overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Type. Shingle Fastener Max Spacing (in.) Attachment ROOFTECH"O "RT MINI 11" & "Eco!Fasten" Click Fitt/ Attachement Systems Wind Zone I I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL-I 703 rated, Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations' I If you have any questions relating to this matter, please coact me at your earliest convenience. Thank you. A? J iz /V Mina Makar, P,E. FL. Lic. No. PE86753 OF NAL 11111W Mina Makar Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd January 12, 2023 South Plainfield, NJ 07080 Gravitv Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -54.4 psf Roof Slope = 22 degrees Roof Mean Height = 15 ft Zone 2 = -70.7 psf Basic Wind Speed = 140 mph Zone 3 = -81.6 psf Exposure = C Per section 2.4.1, ASD combo = D + 0,6W: Zone I = 2.6 psf + 0.6(-54.4 psf) = -30 psf Zone 2 = 2.6 psf + 0.6(-70.7 psf) = -39.8 psf Zone 3 = 16 psf + 0.6(-81 .6 psf) = -46A psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)^2 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)^2 / 144 = 7,11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)12 1144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 30 psf x 16 SF = 480 lb < W', OK Cd = L6 (Table 2.3.2, 2015 NDS) Zone 2 = 39.8 psf x 7.11 SF = 283 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 46.4 psf x 7.11 SF = 330 lb < W% OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xL6 x I = 1276.8 lb is our proprietary application -specific Integrated circuit (ASIC) which enables the technology ! peed digital logicand hassuper-fast response energy systems. PCs 2 i f11111 s �� N Part of the Enphase Energy System, I08 Series IQ8 Series Microinverters redefine reliability Microinverters integrate with the Enphase IQ Battery, standards with more than one million cumulative Enphase IQ Gateway, and the Enphase App monitoring hours of power -on testing, enabling an industry - and analysis software. leading limited warranty of up to 25 years. Connect PV modules quickly and easily to 108 Series I08 Series Microinverters are UL Listed as Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations, when installed according to manufacturer's Instructions. @ 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, I08 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. LightweightEasy to Install ! compact plug-n-play connectors two-wirePower Line Communication (PLC) between components Faster installation with simple cabling i productivity Produce #a reliability�' n the grid is down* hours of ! enclosureClass It double -insulated • ^• ! !' powered PV modules OUN o. #: ac 108 Series compatibility 60-cell/120 half -call 60-cell/120 half -cell, 66-coll/132 half -cell and 72-coll/144 half -cell voltageModule MPPT .- Operating Min/max start voltage v #30/58 InputMax DO voltage# 60 [moduleMax DO ourrent3 Overvoltage class DO port 11 DO port tt:. current mA # PV array configuration 1x1 Ungrounded additional DO side protection:a wa protection requires max !+ per branch circuit 1#13 1awE tl �ii13�'GtIS t" os ii ti .. • # a b# a w ' # t w # a • w «• # w Relative humidity: e •'##% (condensing) DO Connector type MC4 Dimensions • a Weight#'.i a Cooling Natural convection Approved for wet locations Yos Pollution Enclosure Class 11 double-insulatod, corrosion resistant polymeric enclosure .Environ. categoryexposure w outdoor } Rule d. i #«-1, UL1741/IEEF1547, FCCPart 15 Class w #..#.. Class e t #....# Certifications This product Is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DO conductors, when Installed according to manufacturer's Instructions, The r #n variant will befif' w e only at 208V BREAKING THE 20 % EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20,9 % THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PW of the independent certification institute TOV Rheinland. INNOVATWE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -fight and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra,Q`11. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified • P A RELIABLE INVESTMENT ks Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to IEC /TS 62804-1:2015, method A (-1500V, 96h) See data sheet on rear for further information, THE IDEAL SOLUTION FOR: C9Rooftop arrays on residential buildings Engineered in Germany LLS MECHANICAL SPECIFICATION t.er ,.ut2 1717mm x 1045mm x 32mm (including frame) 199kg of t ovcr 3 2 m m thermally pre-streascad glass with anti -reflection technology ---- ..._....._.. .. ......, _._.. �� --__-_._ . _.. <•orowaw,e cwA+Beasm�, scx ove r Composite film F'ra u�r iniu Black anodised alumm ..... ..__ , ..._ Celt .�., _..__ ....._,..._ _._,..--------- .--- ... ......... 6 x 20 monocrystalline Q ANTUM solar half cells ....... If¶ y Y mm un t on ooa 53 101mm x 32-60mm x 15-18 men Protection class IP67 with bypass diodes Ca 5i 4mmaSolar cable; (+)>1150mm O>1150mm wt nnect r _ 3taubll MC4, IP68 ` _ m ---------- --- ....... - <.�WhrreaoFe� T (DETAIL A) k Bz6rmoap Mk 214 mmj ..t8 Bmm ELECTRICAL CHARACT ISTICS POWER CLASS 354 366 300 366 370 MMI}," UM.PERFORMANCE A'tSTANDARD TEST .Ot DI'1i<?NS STCb€ta,.>taTtE„t,.TOLERANCE 5Wt_OWa1 power at m e] Pr n, . IW] 350 355 360 - 365 370 hart cimuni t.urr m3 ls� [A] 10,97 11,00 11,04 1107 11,10 oper, C;Pcua r o.ta c . Vm IV] 4111 41.14 41.18 41.21 41.24 _ - Current F.t at "App IUPf _ [A] _m 10 37 10.43 10,49 � 10.56 - 10.62 tr Fs.C.',ith0^r, V1111 IV] 3376 34,03 34.31 3458 3484 19.5 a198,--,-,--, _z201 m... a203 20.6 t,11N1N`,!,M PF,-,,RF0 `, iANC E' 4li N O[RIMAL 4)PERIA Pi G. E..€.kil`'!. ? ,`>NS. N1 OT11 r.we"ai,l,;P Purr, [W] 262.6 266,3 270.1 273.8 2776 "hod f,;;a it C., : ,,: sc IA] 8.84 8.87 8.89 8.92 8.95 _.. onon < "- - _ • u" 7e. .. _-.. _,,._----------- __._ .., , ___. Vos IV] _.._.................._ 38 77 38.80 38.83 38,86 38.90 ... Irsva IA] 814 8.20 8.26 8.31 8.37 IV] 3224 , 3248 3271 3294 33,17 _ _. Measurement tolerances P,,r, _3 .-- ..w.._..-- / Isc; V_ ±5 h at STC.1000 W)m2, 25_ 2 °C, AM 1.5 according to IEC 60904-3 • =800 WJm�, � NMOT, spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98%of nominal power dur- ing first year. Thereafter max. 0.5 % degradation per year. At least 93.6% of nominal power up to 10 years. At least 86% of nominal power up to 25 years All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your yaq T_-___� i i I i v � � w I i �t � au a®o aua eoD ene aaoo MRAMANceiW 10 to W YB respective country. e ,a e,Ax Typical module performance under low Irradiance conditions in comparison to STC conditions (25°C,1000W1m-), TEMPERATURE COEFFICIENTS hIcrentoi ¢,. �K]...,,w.. +0.04 1.a.Apera.uieCoefficient ofV,,„a.��.,......:,.[%1K]- -027.w ern z,at,.ett'n<....._._..._ ._._ ernpo a u,,e Coetl'16 nt of P_, y [%lK] 0.34 Nornined 7odule Operating ,ernpotat, re NMOT [°C] 43*3 ------------- PROPERTIES FOR SYSTEM DESIGN Mlaxlmum System Voltage 1?.,., IV] 1000 PV module cia s'fir,7t on Class It _"lax mu,"I Reverse cw;enl 1, [Al 20 Fire RAri q based on ANSI/ UL 61730 C/TYPE 2 ,i9ax s,.Fgau.;e-„C,,'-en`rra`t.,, [Pa] 3600/2660 roe.,,iC.tadr Module enipe,atue -40°C-+85°C ._ .. .. . ........... ... ._,..._.__._ , , , ,_,_,-..... _._........�...._...,.�.._- a.. �. <.. ,t�rrce Ins Dfay e,x`nx ---------- [Pal 5400/4000 QUALIFICATIONS AND CERTIFICATES Quality C-wiled PV - TOV Phebi1"d, IEC 61215:2016; IEC 617302016- This data sheet-rrfAes Min DIN EN 50380. TavnnaM»,w QCPV Cernficstlon ongorng_ ro �ri`iiznrsn Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS Gm4H Sonnenallee 17-21, 06766 Bitterfeld-Wotfen, Germany I TEL +49 (0)3494 66 99-23444 1 FAX +-49 (0)3494 66 99-230001 EMAIL sates@q-oelis.com I `+ ES www.q-cells_eom Engineered in Germany CELLS Enphase IQ Combiner 3 (MCi-AIN41-240-3) LISTED To learn more out Enphase offerings, visit enphase.corn e Enphase 10 Combiner 3'" with Enphase Q Envoy" consolidates Interconnection, eq,ulpment inlo a single ericlosul e and sn-eamime,�z PV aind storage invallations by provid'rig 'a -onsietent, pre -wired solution for residential a1r),plicatilons, it, offerS Wk) four 9-r ole ini_lt circuits arid Eaton BR senes bt,,,sba, assembiy' Smart includes IQ Envoy for communication and control Flexible networking supports WI-FI, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring =0 - Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not Included) 80 A total PV or storage branch circuits Durable NRTL-certifted NEMA type 3R enclosure Five-year warranty UL listed ENPHASE Enphase IQ Combiner 3 MODEL NUMBER 10 Cornfh,re 3 XAP,41-2,40-',,, !() (,,ornbiner 3 with M',,phase, Q Envoy' prinotc, circurt board for integrated revenue gracie PV prmucliwn, melfering (ANSI (112,20 +,', 0,5%) and optim,,ol* consurnption monitoring (1/- 2,5%), ACCESSORIES and REPLACEMENT PARTS Ej-,phase Wibiie C..nnecC' 4r E1.LM1DUA-03 (4G 12-veatL (Into plerl, Plug an play industrial grade cellular modem withi date plan for systerns up to 60 "Er-4. NIO1 EM-0-11 (,55-yew data ok,',n! ink"minvertets, (Avaih)ble in the US, Canada, Islexico, Puterto Rico, arid the OS Virgin Islands, GE4_LM(,)DF-'M-M-1 (40 based jr-M! 5,y", s data plan) vvnere Omp iF adequate, celluilar service in the instailation area.) CT 1.11%2001' S"21111 S p I f,,, oire c t � rr e ri T Ir ans, f,,,3 f til atr s e r) a b i Wj 11a1a howe corisimmtioii metering -cnjlt ['?rcaw ,R220� I Sijiptiorts E,,,,�Zon BR210IBR2115, b HR230, HH240, BR250, and BR260 circtji, breakers B K '.:)A :1, ,`A() C;rck,W breaker, 2 pole, 10A, Eaton BR210 R" o le, 1, SA, Eato r BR2 1,1 Mmudhreaker,2nI Circuit breaker, 2 cole, 20AjEaton OR22D Ept"(1 -Oi poo'c'r ilnc (coirvrnumc.atiori bridge pair), oluanUty 2 > A P - "i ("" ", 11 t) 'z Accesslvv �eoeptacle for Pcvver Line carriein Q CombinEn, 3 (re tea. for FPLC-01) L(� '- X A, F N\!- r 3 a; Replrmm eent I fnVoy prinled cimt.w bc-,,ard (P(,,13) for Cornbiner 3 ELEC1,'RICAu, SPECIFICATIONS P"anno E are n R R �� e, r �� e,,, s tit s h a f a ! i r t a May confinunu-s rurrent (Outputo qrdl Max, rafing (Outlpull Branch c�ccrjjts fsolar analor sto,age,) Max, continuou's cunenr rZoing (input fiorn Pv" 4,ax, lcnta, blanc'n circurl, bur okw, r-,rfing hnout) Cor,Unuckjs dut�� 12"1/240 VACJ60 W 125 A 65 A 9 0 A Upto four 2-pole Eaton BRseries Distributed Gcneration (DG) breakers only (not iricluded) 04 A 80A c,f &s'-, 'buteo genmation/90A IQ Envoy breakc,',,r included P W d U Q1 f CM Ot 0i' 1119 C T 200 A so Eli care, pre-insialled a wred to, 10 E,,-,vov MECHANICAL DATA Dim,enf o no (a/ x H x 1[) 4 9, x j'7 x 1 8 11 f I e -15" x 14 75x ,y 63"), Henght is, 21 06" (53 5 cm with mounfing brci aws) 7 5, k i.16 5 '� h A, 4011 0 0 (-4011 tc) 1151' N,rturai convi,ctian, 0' jelo l zyflrg ucon -tenvuor-nnenta vV r 's z e S4 20 A llcf,50 A bN?aker inptoa: 14 to 4 AWG coprfer cofojUctms 61 A hreake- ibranch input, 4 In 110, AVVG copper condluctor�sf Neutmlandgronnd� 14to 11/0 coppocconductors Ak,.uvs, fc)ilow local �Imje reoudrernents for cond"icrof si�"Nnq' "'Mtuo(�' T"') 2�1!10 meters �NTERNETCONNECTION OPTIONS n,V?,qra!f-,,,d W',i"; 802 llb/wn Ithorn.e., �,102,3, 1.:,,,o1,5L (o;, Cat 6) U1 P Ethernet czable al0t IrICIUced), ceflluw OptionaL CULIMODEM-01 (3G) of CELLMODEM-03 (4G) or CEUL1oA0DEM-Y,1 (,4Gbosed, LTE-M) .1,noluded� COMPLIAWCE Ccrtnphance, Combincr UL IMI C AN/GSA C22.2 No, 1071, 4,,' CPR, Part if, Glos� B, CES i)(YI Pro-ductic-, seer` rmci, ANSi -,' 12.20 accut acy class 0,5 (PV production) U111 60601 ." �'CANCSA 22,2 Nlo, 6" 010 -1 c, r, � p 1 i a nce% 1 Q En vc,, y C,fnsun notiera mvmtorum',j ecwred for Erip"'ase rilorage, Syster-ns To leiarn rnore abouit Enphase offerings, visit enphasexom "�ENPHASE Enphasc Energy. All -rolits reserved. All tnidcmarks or n,vids in 1"' s docurnent arc, re g stered by their raspe.0ve owner a' 8-139 13 suitableRT-MINI is mounting any railsystem with ,rconventional Call Now for more details :► • 61•4 Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) To*TT- =1 1 0 0 WIM 1 1 = Q MINI base: 20 ea. Screw: 40 ea. Optional item 5 x 60mm Mounting SCreW (RT2-04-SD5-60): 100 ea./Bag RT-Butyl (RT2-04-BUTYLT): 10 ea./Box RT-Butyl is Roof Tech' s flexible flashing used in 700,000 residential PV systems for the last 24 years. It is the first PV mounting system with Flexible Flashing certified by the I. Metal Flashing Retrofit Flexible Flashing d`�♦ 100% Waterproof ME Dimensions in (mm) (0) 0 31/2 (90) 0 2 (50) 0 0 F I 0 0 Deck installation I FLORIDA �}}ILDING CODE COMPLIANCE \\��� `\�\� \� ,� \\ § FLORIDA BUILDING CODE 2020 REQUIREMENTS Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation. I - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) c t, i r er 1" ",'01,12r,Se 2 - MODULE LOAD RATING �P 111',](" 0, P 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS � Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) � Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS Florida Product Approval Miami Dade NOA Water Seal Testing: TAS100(A) (required far HVHZ Florida Product Approval or Miami Dade NBA) "'% -,'RoFasten, For Instalters, By Installers, EcoFasten I Page 2 ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are CIF-10 and Q13-1 as shown below. G -311,L'� GF-11 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an Ecol'asten compression bracket, a watertight seal is created, maintaining the integrity of the roof. Available GF-10 SKUs: Imm 0 2012022 - CF UNIV L-FOOT MLL 3" ClickFit L-Font C'go it l� ort 07.29.2021 CIF-1 Installation Manual Florida 08,11.2021 v2.0 ',,,�JcoFasten. For InstatLers, By Installers, M QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. Available QB-1 SKUs: 0 3017010 - QB-1 BASE AL 0 3017011 - QB-1 POST AL IVILL 4.5" 0 3017012 - QB-1 POST AL IVILL 6.5" 0 3017013 - QB-1 FLASHING AL IVILL 12X12" 0 3017014 - QB-1 FLASHING AL IVILL 18X18" 0 3017015 - QB-1 EPDM COLLAR BLK 1.25" U131111=1 Q_k-1 Installation Manual 04.09.2021 v1,0 EcalFasten For Installers, By Instalters. EcoFasten I Page 4 CLICKFIT"') ClickFitO is one of the fastest installing rail -based systems in the industry, With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools, The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. � ClickFit C1�03A raved installation Manual Version 07.0.6,2021 v2..5 � ClickFit UL 2703 Approved Addendum 06.07.2021 v1.1 imm �- ClickFit Master Letter Cer yffication 04.15.2021 • COMM= MISMINNNIM GF-1 CUT SHEETS ...... . . . OF, i FLASHING GLV ELK 8X "U"-EMI G I FLASHING GLV MLL 6X 1 —1 ----------------- WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 Ec o Fa ste n, For Instatters, By Instaiters, RRIMMM112M. Q8-1 CUT SHEETS STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 Eco Fasten, For Instatters, By Installers, zmz�� QB-1 CUT SHEETS M STRUCTURAL L CERTIFICATION Designed and Certified for Compliance with the Florida BuildingCade & ASCE/ E1- i 2� QB-1 CUT SHEETS WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 F sten. C) a For Installers. By Installers. CLICKFIT CUT SHEETS CF UNIV IL -FOOT MLL W" yr 4 A.. STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Cade & ASCE/SEI-7 UL2703 Conforms to UL-2703 Mechanical & Bonding requirements. See EcoFasten ClickFit Installation Manual for full ratings. For Irnstatters, By Instatters, EcoFasten I Page 10 z Listed below is the documentation you will need to provide to your AM for permitting approval. Click on the link to download file. ClickFit LIL 270--'LApplovedh2stallation Manual Version QZ06,2 21 v .S ClickFit UL 2703 Annroved Addendum 06.OZ20 1 v1.1 ClickFit L-Font Ca acii ort 0729.202 Z ClickFit Master Letter Certi �cation 04.1 . 021 CIF-1 Installation Manual Florida 0 .11.2021 v , r -1 Stag r� ' Fle�raa Corti icatlora Ltt'r C?.2.,221 WATERPROOFING: k C"lickFit UL 441 Rain ReportUIZ2021 CF-1 Installation Manual Florida 08.11.2021 v2. QS-1 In tatlation Manuai 4. a2 21 vl. 2012021 - CF ST I RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-F OT MLL .3'" Cot Sheet 2012025 - CF STD RAIL AL MLL 171.5 "¢ Cut Sheet 3012010 - F-1 FLASHING LV BLIP S .Z2'' Cut Sheet tr 3012011 - F-1 FLASHING GLV MLL , .12" `at ,Sheet 3LO1701 - _)B-1 BASF AL Cast Sheet 3017011 - -1POSTAL MLL 4.S" Cut Sheet 3017 12 - 18-1 POSTAL MLL 6.5" Cut Sheet .3017013 - 6-1 FLASHING AL MLL 12 `12" Cut Sheet 3017014 )B-1 FLASHING AL MLL 1 I8" Cut Sheet .3017015 - -1 EPDM COLLAR LK 1,25" Cut Sheet ,> v For ln�tatters, By Enstatters, EcoFasten l Page 11 CONTACT ECOFASTEN ,4 EcoFusten, For Instatters, By Instalters, EcoFasten I Page 12 A A ISO= M13 1.57 [4U] gpnwog IR d J R YN 'J, jpp structural ENGINEERS 0.3 Phoenix, AZ 8 009 TEL: (877) 859-3947 - ­4 Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClIckFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. 2020 Florida Building Code, by Florida Building Commission 2, ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 3. 2018 International Building Code, by International Code Council, Inc. 4. 2018 International Residential Code, by International Code Council, Inc. 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 6. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 7, ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category 11 Seismic Design Category = A - E Exposure Category = B, C & D DIGITALLY SIGNED Basic Wind Speed (ultimate) per ASCE 7-16 = 90 mph to 180 mph Xt N%%1111111111/1 K Z, C Ground Snow Load = 0 to 60 (psf) 0 7*11.101 This letter certifies that the loading criteria and design basis fo opa• r the EcFasten - ClickFit System Sn Tables are r in compliance with the above codes. If you have any questions on the above do not hesitate to rp" � THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE. PZSE, Inc. — Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,9613960 = 916.961,3965 t www,pzse.com S"q EcoFasten Solar LLC 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 TEL: (877) 859-3947 aupnftzsl�- IMI EM 1 -1, ng ing e i i : Nepo #7 Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, and analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the International Code Council, Inc. ,4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed 90 - 180 (mph) Roof Mean Height = 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D Nail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where 'T" is the span noted in the Span Tables, provided at least 1 module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 91&9613965 www.pzse.com sttom. jas E N ( NVE! �a� Clearance: 2" to 10 clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5". 72-Cell PV Panel max dimension is 80.4". nst PV Panel long dimension is parallel to the ridge/eave line of the allation Orientation: Landscape (L) roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. .0 .c us nRh M 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,9613960 916.961.3965 www,pzse.com q M. Roof Zones —Enclosed and Partially Enclosed Gable and Hip Roofs, 70<0:5 600: The Edge Zone, "ashall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone I span shall be the minimum of I and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. CORNER ZONE tie SEE DETAIL FOR MOUNT LOCATION RIDGE CORNER 7ONr (ir) SEE DETAIL FOR o MOUN'r LOCATION j D GABLE EDGE ZONE 0 HATCHED AREA iNDICATES DISTANCE a = 01 x (LHO) OR MINIMUM OF X-0' EDGE ZONE 2q'? INTERIOR ZONE EDGE ZONE (fir,.....',, INTERIOR ZONE CI) Panel with Support Mounts In Multiple Roof Zones: Wguft all the mounts supporting the module. OR 3'-0" MIN Ff INTERIOR 'A, ZONEI MID j) CORNER ZONE $EE DETAIL FOR MOUNT LOCATION Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1,0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "dj" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 91&9613965 wwvv.pzse,com 2 V 1114. � "Mtr EDGE OF ADJACENT SOLAR ARRAY OR BUILDING EDGE 01239�� Design Responsibility: �,w-a�eit required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: 0 Evaluate whether these tables apply to the project, and This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. — Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 9163613960 916.9613965 www,pzse,com � NtrC VfNt� "S' Table of Contents Item.................................................................................................................................................... Page # a.%t 1: E s* y�5& w�44,a;.N�414, 14 q_v,-4 q.2 Va Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell «<,£<© - Portrait .................................. 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell »«z<© - Portrait ........................ 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell 72-Cell Modules - Landscape ...... 22 & Clic ............ ....... ..................................... ..... 31 kFit Cut s4epts_ ..... ... ................... 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 < 916.961.3965 «www,pzse.com 5 of 31 Maximum Rail Spam (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Cell 27 _ 7mm x Maximum Rail Spans (tnches) ClIckfit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Cell Glo.nd U—ne 1-30 nIn --- 1� nn, I oc,,ere, 1-70 imh no, Sno' 1114 _E�P­] frelf �ore 1' 1 21 31 31 15 1 2e 21 2 � 3e 3, V 1 2o 2, Zn 3r 1 1 2o 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, 11 1 Zi, 2, 2n i,e 31 0.7 —, in -in 72 72 70 70 70 63 6 72 72 67 67 67 59 59 '2 ' - 63 63 55 55 72 6B 6'� 61 51 51 72 57 57 57 48 72 62 54 54 54 45 45 �� EdP 72 68 61 61 61 52 52 72 57 57 57 'Pi 72 6� 53 53 53 irii 72 58 �9 �9 �9 42 42 70 �6 39 39 67 51 . . 4,1 37 37 A��= 74 74 74 64 6e 64 0 70 70 70 61 61 61 56 6 67 67 57 57 57 52 64 iA 6,1 53 53 53 n3 61 61 61 W SO W 45 58 58 ER 4 47 47 43 64 �___13 53 53 49 61 61 61 ti, 411 49 4S 57 57 57 46 46 46 42 53 53 53 43 43 43 39 50 W W 40 37 47 47 47 38 39 38 . 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W Amy Inuoi. 87 87 83 83 33 33 83 93 83 78 78 79 78 78 80 80 75 75 7 15 7; 77 77 7� 71 71 71 71 74 74 69 69 69 69 7� 7� 66 66 65 66 156 "., Edge 77 77 72 72 72 72 72 73 73 68 68 6Z 613 68 70 70 65 65 55 65 65 67 67 62 62 62 62 62 65 65 59 59 59 59 62 U 55 56 56 56 56 Am, fol-Irr, 65 69 62 62 62 54 54 r9 56 5� 59 59 51) W 69 63 55 55 55 46 46 69 60 51 51 5 43 4a 69 56 43 4s 49 41 41 69 53 45 45 45 38 3i I Amy U 69 60 51 51 51 43 43 65 56 os 40 68 52 44 3! 37 65 49 41 41 41 34 M 62 46 39 n 39 30 30 W 43 37 37 37 27 27 iM7t.20 A, Ind., 65 65 65 55 55 55 Sii 62 62 61 51 51 51 47 59 59 59 49 4. 48 43 55 55 55 45 45 45 41 52 52 52 42 42 42 39 49 49 49 39 39 39 36 [ �ov Edge 55 55 55 45 45 45 41 51 51 51 �I 41 41 38 48 4& 48 39 39 39 35 45 45 45 36 36 36 �L 42 Q 32 32 32 27 39 59 35 29 24 29 24 2� pf c 20 to ZI A [none" 72 72 72 W 60 0 58 69 69 0 56 56 56 65 65 65 52 52 52 50 63 63 63 49 49 49 47 _12 60 60' 60 46 " " 57 57 57 43 �3 43 42 A, yEdge, 63 6a 63 49 49 49 47 59 SS 59 46 46 55 55 55 4Z 42 42 41 52 52 52 40 4(1 3$ 49 e9 45 37 37 37 36 " " 46 35 35 35 3,2 27.45 A"""' " " 'a "' " " " '4 6' " " 52 59 Str S8 SS 58 55 49 55 54 54 54 54 51 �6 51 51 51 51 51 49 Q 49 An.,�:.' 59 511 5a 59 55 49 55 54 5� 54 51 45 51 50 50 50 50 47 42 47 47 47 47 47 44 40 " ee, 42 37 Q 42 42 42 42 39 M 3�� 45.60 ArZ�Ioo, 79 71 13 11 11 11 11 71 71 M 71 7,1 70 70 72 72 66 66 66 66 66 65 69 64 tot 64 64 64 66 66 61 61 61 61 61 64 Ei 59 58 59 58 ES :1 69 59 64 64 64 64 64 66 % 61 61 fil 61 61 63 631 57 57 57 57 51 60 W 53 53 53 5,� 53 57 57 50 50 50 50 50 53 53 47 47 47 47 47 0.7 Amy ft,ner. 69 65 58 59 59 49 49 69 62 54 54 54 45 4 69 59 50 50 42 42 69 55 47 47 47 e(i 68 52 " 4,1 it4 37 37 65 49 42 42 42 34 34 k.y Edge 69 55 47 47 47 40 4�O 67 51 " " 37 37 64 48 41 �I 41 33 33 61 " 38 38 N 29 29 SS 42 36 36 36 25 Z5 55 39 32 32 32 23 23 71.20 Amy InVem, 62 62 62 51 51 SI 4 58 58 58 47 47 47 43 5,1 54 44 . 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I 7G 75 75 75 75 7% 79 72 72 72 72 72 or. 7 Array rnterib' Ga Ga Es 68 68 68 Es 68 68 68 as Gs 68 68 68 Gs a Ga 68 68 68 os 68 as 68 a 68 68 68 68 68 68 68 6868-68 68686868 Gs j 58 66aa 68 68 68 68 Array Ed, 68 68 69 5$ Go 6a 6868 69 68 as 68 68 68 68 68 68 63 66 69 68 58 68 68 a 68 68 68 68 68 68 68 68 68 68 68 68 U 68 67 r7 683 68 68 65 65 7.20 A,'A' t__ 7D 70 70 70 70 70 70 70 70 70 70 70 70 M 70 70 70 7D 70 70 70 70 70 70 70 70 0 71 1 7.1 1 1 1 1 1 1 1 71 1 1 71 1 70 70 7D 70 70 7D 70 kr"' Edge 70 70 70 70 70 70 70 _70 70 70 7D 70 70 LO 70 70 70 70 70 70 70 70 70 70 70 70 0 . 7 70 10 70 70 70 67 70.. 70 70 69 69 69 65 70 70 70 67 67 67 63 B 27 ".Y ;33 ;33 73 ;3 ;3 "1 ;33 73 71 ;,3 73 ;�3 ;33 7 3 73 ;a 73 7 73 73 71 71 71 7y 7G 1 73 73 73 73 73 73 73 73 73 73 7' 73 1 71 73 7' 11 Array Edga 7, 73 '7�3 73 73 7: 73 73 73 73 73 1 71 73 ;�� L " 73 ;I 73 73 73 73 73 73 73 73 73 73 73 73 7� 71 ;1 ;3 3 ;3 71 ;3 1 69 207 FI. 45 ".y 1-6., 84 84 84 84 84 84 84 M . . . . . 84 84 84 84 84 " M U 84 84 84 84 " U 84 GA M 84 " 84 84 84 84 84 84 84 84 Sa 84 82 84 Array Edge LP 84 84 U " 84 M U M 84 " 34 83 84 84 84 84 84 84 W 84 " 84 U 78 84 84 84 84 M 81 " al 8 82 82 82 79 73 79 79 79 79 79 77 71 77 AS . Go Array interior 107 IW I07 Icy joy ID7 IN I07 107 a(y 107 I07 I07 10 107 107 107 107 107 107 107 107 Icy 107 107 107 I07 107 107 ID7 IG6 IM E06 106 106 107 107 I03 103 ID3 I03 103 1. IN Im SW 10 iw aw Array Edge 107 107 IM 106 Im Im IM 106 106 102 lo2 102 102 102 103 103 98 98 98 99 98 IW 100 95". 95 95 95 95 97 97 92 92 92 92 92 95 AS 89 99 89 89 89 92 92 , 86 86 86 86 r 69 :a 0 68 68 Es Es as 68 68 AS 68 68 61' 68 69 68 68 ZZ 68 68 6% 68 6& 68 68 68 68 6& Go 68 68 68 68 68 as 58 G'S 6& 68 as 6S 68 's W 67 6 Array.Ehgz 68 8 68 S 6& 69 fig 63 6a 68 68 a og ag 68:.G& Gg Go 68 66 % 68 Go 68, ZZ 69 64 64 6,S as 68 6a 6& 62 52 68 68 67 67 67 60 W 69 69 65 65 65 57 57 7w20 Array l^ mr 70 74 70 70 70 70 10 70 70 70 70 70 7a 70 7Q 70 70 70 70 70 7D 70 70 70 X 76 70 70 70 70 70 70 7a 62 70 76 yo 70 70 70 66 70 70 70 68 G8 6E 64 Lo Z 75 70 70 70 69 70 7D 70 70 70 70 56 70 70 7067 5767 _63_ a 70 LO 1 55 6-5 61 70 7D 70 63 63 63 59 70 70 70 61 51 61 56 69 69 63 59 59 54 Go y,' C 2S.v, 73 73 73 7a 71 7a 73 73 73 73 73 73 73 n 73 71 73 73 73 73 71 71 7� T� G T3 73 73 73 73 73 73 71 n n n 73 73 n 73 73 71 73 73 73 73 73 7371 Army Edo 73 73 73 73 73 73 73 73 73 _84 73 ­c4 73 7S 72 73 73 75 72 77, 72 70 73 7373 6S 65 65 " 73, 7G 73 67 67 67 65, 73 65 6S 65 72 72 72 63 $1 63 62 27tA45 Array �1.1 84 94 ii 84 84 84_U 84 84 84 94 U E4 94 94 82 U - ii 84 84 84 U W U SA SA 84 84 83 77 n 34 84 84 84 91 75 _L3_ El 81 ' ga 9-1 n 7G 78 r. - El�14 1.4 14 14 81 11 11 11 13 11 11 W 74 80 80 Go w so 72 77 7S 78 13 19 75 6s, 75 15 75 75 75 n 67 77 73 73 73 73 7065 70.1 tl 71 71 It 68 63 6& 45.:;-Arrayla , .F7 T , 107 I07 Day 107 Ia7 IN W7 ID4 104 104 104 IDA 105 I95 101 IDI 101 101 ioj joy 102 97 97 57 97 97 %9 W 94 94 94 9T_44 97 97 91 91 yl 91 91..94 94 U 99 S& 89 BE, ArnaYErlge 94 �o 94 34 94 94 % 96 50 90 910 90 93 93 97 97 87 S7 V_ _90_ Go U U 84 84 84 W 8& 82 82 8292 82 86 N 79 79 79 n 79 83 93 77 77 77 77 77 Ot,7 lnterwr 70 0 70 70 70 70 70 70 70 7D 70 70 70 70 70 70 70 7 70 70 7D 70 70 70 69 69 70 70 70 70 70 67 67 70 70 70 70 70 65 � 5 70 70 70 70 70 63 63 1,., Edge 7�O ;70 70 70 6 7 67 7 70 70 70 70 64 64 70 _70 00 ;0 0 62 62 70 70 67 67 67 60 0 70 70 65 65 65 57 57 70 70 63 63 53 55 55 70 68 61 61 61 53 53 Ito lo Array brIali, 73 7 73 73 73 73 73 73 73 73 73 73 73 71 73 73 73 73 73 73 69 73 73 71 71 71 66 73 73 73 68 68 68 54 73 73 73 66 66 66 62 _T3 73 73-64 64 6-1 Edge 73 7 73 68 68 68 64 73 73 73 66 _66 66 62 73 73 73 _�5_ 64 64 64 W ;3 71 1 71 61 61 61_57 8 68 68 59 59 59 54 66 66 66 57 57 57 52 54 64 64 5� 54 54 49 D 20t,,27 Array frtrw 75 75 75 75 75 75 75 75 75 75 75 75 75 75 T5 75 75 75 75 , 75 75 75 75 7S -15 73 75 75 75 73 73 73 11 _75-75 75 7171 71 69_'�S__7s-75-69 69 6-9 67- Array Edge 75 75 75 73 73 73 71 75 75 75 70 70 70 68 75 75 75 68 68 0 -Ta 66 - 75 75 75 65 65 65 64 74 74 74 63 63 63 62 73 73 73 61 EI 61 60 71 71 71 0 Go Go 57 27.45 Array a, G,� 87 37 87 8 94 87 87 87 87 87 87 &1 97 87 87 87 87 al 8. 84 34 84 84 81 75 if T2 S2 82 82 7;7379 --7 7979 79 79 76 70 76 77 --- 1-1 7 77 74 68 74 - Edgeal :7 81 1 91 78 73 78 78 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 7D 71 71 71 71 as 63 68 6 69 GA 69 66 61 65 51 67 6I fit S4 59 54 � ,� 60 Edge 107 94 IG7 IO2 94 88 102 IO2 W 88 102 ID2 103 103 38 88 ! 91 9185 98 98 85 Ge oa 85 85 58 am am 95 99 95 82 Go 95 82 43 97 17 11 52 12 92 11 11 11 - 11 Go 19 11 12 92 B6 86 86 85 86 90 GO 83 83 83 83 63 -Array _ 8�82 ...82 92 86 86 79 79 79 79 79 93 83 77 77 77 77 77 al 81 75 75 75 75 75 29 79/2 72 72 72 72 Properties: Section i r Section information: Material Type - General Shape Type = Arbitrary P Number of Shapes - 1 Basic Properties: Total Width = 1.575 in Total Height - 1.575 in Centroid, Xo = 0.000 in Centroid, Yo = 0.786 in X-Bar (Right) _ = 0.787 in X-Bar (Left) = 0.787 in Y-Bar (Top) = 0.788 in Y-Bar (Bot) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax = 0.373 inA2 Inertia, lxx = 0.151 in^4 Inertia, lyy = 0.100 in^4 Inertia, lxy__ = -0.000 in^4 Sx (Top) = 0.191 inA3 �Sx (Bot)� = 0,191 _ in"3 �Sy (Left) = 0.126 in^3 Sy (Right) = 0.126 inA3 rx _ = 0.635 in ry = 0.516 in Plastic Zx = 0,222 inA3 Plastic Zy w = 0,180 inA3 Torsional J = <No Calc.> As-xx pet = 1.000 As-yy pef = 1.000 As-xx Stress = 1.000 As-yy Stress = 1.000 section oiagram Feb 06:43 AM Checked By: OEM SYSTEM INFORMATION �011VM* ANWHA Q.PEAK DUO INVERTER • x • * i..;. ROOi STEN CLICKFIT RAIL RACKING �I 1 ■ II ��III II . f 114 8 .395 KW LOCATION THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-16, 7TH EDITION 2020 FLORIDA RESIDENTIAL CODE,t i 2020 FLORIDA BUILDING CODE, EDITION 2020 FLORIDA FIRE PREVENTION CODE, NEC 2017 AND ALL LOCAL CODES & ORDINANCES. ROOF SHALL HAVENO MORE THANTWO LAYERSOF # ADDITION SOLAR • #` Y:# ` Y •## CLIMATIC • a ♦HIC DESIGN CRITERIA TABLE SPEED.# � � � � *� Ul� �� � # ��� III � • � o Ir SPECIALt REGION fWIND ORNEDEBRIS ZONE SEISMIC DESIGN CATEGOR CLIMATE ZONE F C, RESIDENTIAL 2020 TABLE R301.2.1.3 WIND SPEED CONVERSIONSa L,1c 110 11 120 130 140111 160 170 180 190 200 Vasd 85 89 93 101 108 1 5 124 132 139 147 15 For SI. 1. mile per how, 0.447 /s. a, Linear interpca ption is permitted. 365 WATT NIODULE 67 • • it PLAN COVER PAGE I� ROOF LAYOUT ELECTRICAL CONT. BILL OF MATERIALS MODULES 23 INVERTERS 23 L-FOOT ATTACHMENT W/ 168" RAILS 10 SKIRTS B ENHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 35A FUSES 2 35A BACKFEED BREAKER 1 0% momentum SOLAR PRO CUSTOM SOLAR LLCD.B.A.SOLAR 08840 x s O �, x TA°E OF CAMERON CHRISTENSEN CERTWIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL.. 32819 IINITIAL IDATE: 1/11/2023 IDESIGNER: KJL I L END CAP AND CLAW ROOF SURFACE 111z PVMODULE jj� MID CLAMP L13KAX, .4- L rC C— A—Y, PcP— MODULE PV MODULII FRAME MID CLAW VOCAP PI' MODULE FRAME END CLAMP it DETML, END CRP AHD P-W PLAN -PUDCLAMP AV MODULE MINE pg-�MLOELW— FMDCLAW PV MODULE FRAME END CAP RARE DETAIL, DOCAP OR)CLAMP FRONT 5a.4e, V'V-V - SYSTEM cTRNS' COMP ASSEMBLY FORTRNT Vffa�� Installation Manual ICC ES R 3575 * RT2-00-MINIBK2 tM ems: 20 ee S— 40 ea. ExRa RT-BW:5ea Ophorfai 5 x SIR- MwjaWV IR— (RT2-04-SDS-W) : 100 -160g 5/16 X 26W F4.p 8.4 & W (RT2-O4-FE1N25): 106 —AMII RT-Butfi (FM-04WNBUTYL): 10 -.0- Deck Installation Rafter Installation Rd 27 j—, Wf ...... g F-VI E1141-le, W Engineered to A�M' 1761 (stndwdmww_ Fasi_ n wow) JCC ESR-3575 ASTM2140 T-fim P.E. St.Pmf Leftm-bble at — Dimensions In (mm) Offset Paw Installation Oftet Rafter Affachriwent Options Metal Ftnhing Retrofft Flexible Flashing 0, Shackling Water? 100%Waterproof momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM �i CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, OPAM -A. I Am I . I i='Kq WOT RAWTINI UVINVININ011040kool T , :170al SCALE: 1 " = V-0" .. ..LANDSCAPE. E A (ROOF ♦ i PORTRAIT i (ROOFAREA LANDSCAPEPORTRAIT 1 • ,. • d MAX CANTILEVER I���I ....I111111111I�l�l�.�lf*I� I a.. a • I 48/ t q III - I � IIOIAIIII I�� PT® 1. ROOF COVERING MATERIAL. IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING Pik-3 FOR ALL ROOFTOP DIMENSIONS. SOLAR INSTALLER NT - R3 HAVEHORIZONTAL RAFTERS momentum SOLAR _. . s • MOMENTUMSOLAR.COM ENGINEERING Fy�6 �aE1I�fl m iTA-tE OF LORI •° , TOTAL•.= FOOTAGE •F: 1896 SQFT SQUAREFOOTAGE SOLAR A a w Ae. E a 3 f * w PERCENTAGE ,. 11 MAJORI MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 1 5728 t ORLANDO FL 32819 SYMBOL LEGEND 7850SAIL CLOVER LANE �MAIN RVICE PANEL k s d HILLS, FL a p.. if ....� <r DISC AC DISCONNECT 0 PIPE VENT UTILITY DISCONNECT FAN �UD�C t' LC i LOAD CENTER _y� SATELLITE DISH PR03ECT INFORMATION N3R NEMA 3R BOX Wl ENVOY-S INITIAL FIRE SETBACKS DATE: 1/11/2023 DESIGNER:KIL REV: DATE: DESIGNER: CB BOX MIN 3'x3` GROUND ACCESS REV' POINT. POINT DATE: DESIGNER: lMODULE f,� t PITCH DIRECTION ✓ f k DUO OPEN CIRCUIT f • � Y SHORT CIRCUIT CURRE I MPPCUR RENT NUMBEROF MODULES UL1703 COMPLIANT INVERTER RATINGS VOLTAGE DROP CALCULATIONS FORMULA USED D+ +R NEC HANDBOOK k0,% INV .RTER # momentum 1! # k iy BRANCH e • k MAX OUTPUT WER y OPENIr VOLTAGE y + (E f x + # f III+IIIIIII.I��.II�IIII II I4Ir11 { I l: t #I�III TUM N� 0884 SOLAR ;y CUSTOM STR TUC II A CENTER lEN, IM NOMINAL k VOLTAGE / LOAD CENTER TO k III IOIIIIIIpR �A A #{ y • ` s y + y y y k ♦ #. +..#7 EMw# Spyi. A Y •# NGINEERIN4 k DISCONN CT TO f • �� y i�A ♦�II�II�� f��IIIII� NUMBER OF INVERTERS SUB PANEL 1 *OF MODULES91 IS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 ER BRANCH TH BREAKER SIZE FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL COD� 23 ENPHASE IQ8PLUS-72-2-US MICRO -INVERTERS # ;ft FSEC CERTIFICATION STATEMENT - PER FL. STATUE 377.705,k A. MAKAR PE# 86753, CERTIFICATE AUTHORIZATION 44AN LICENSED PURSUANT CHAPTER THAT THE PV ELECTRICAL L AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE.# EXISTING SQUARE i UTILITY k SUB PANEL e METER GRID ENPHASE 80A I AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT I i I 8 200 _. 35A 35A ROOF 10A115A BREAKER , PdW- ER JUNCTION (MANUFACTURER I 35A FUSES 'GROUND TERMINATION CAP 1 BOX -B � ENVOY) PPLIED ��` 3 3 EXISTING 200A INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 20A BREAKER (B) 200A BREAKER Mire Tag Conduit Lire City lire Wire Type Temp, Mire Temp. C�r�dt�it D�rat�d Ir���rt�r NOC (A) NEC D�SiKrt Gauge Rating Amp city (A) Derate Fill Derate Am acity (A) QtY Correction Current (A) 1 OPEN AIR 2 12 AWG Trunk Cable 90*C I 30 0.96 1 28.80 13 1.21 1.25 19.66 2A 10 AWG THWN-2 75°C 35 0.96 26,88 13 1.21 1.25 19,66 3/4" PVC 4 0.8 2B 10 AWG TFIWN-2 75'C 35 0.96 26.88 10 1.21 1,25 15.13 3 3/4" PVC 3 + G 08 AWG TI-Itl N-2 75'C 50 0.96 1 48.00 23 1.21 1.25 3439 s •- k •+ �• s Ir s• CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLANDO FL.. 32619 u f C � 2 # I S Ground I Gr€ and Wire Size Type 12 AWG Trunk Cable PR03ECT INIFORMATION INITIAL DATE: 1/11/2023 DESIGNER:KII 08 AWG TI" WN-2 REV: DATE: DESIGNER: .REV: DATE: DESIGNER: 08 AWG THW -2 THREE LINE DIAGRAM NOTES: 1. ALL CALCULATIONS ; - s AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON AND EXTREME MINIMUM TEMPERATURE COEFFICIENTS. ACCORDING2. THE ENTIRE ARRAY IS BONDED 690.46 250.120 PARAGRAPH C). THE GR ari.. • Lr :. CARRIED AWAY r! M THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER • i y • C• �i i i 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATAHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING MEANS ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR EQUIVALENT. 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. f ` its x ! _' : # r, CONDUCTORS EXPOSED LOCATIONS r 310.10 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC 312.8(AX2). s*# 29. ALL GROUNDING SHALL COMPLY WITH 690,47(A) IN THAT THE AC MODULES WILL COMPIO' " WITH 250.64. ss# • y: 4 "- i k ! !, x �L ♦ - i, i 4TM � x > ALL # Ark a., rx- s •� ss- ss ! ! •* s DUCTOR IT' NGx ` f t RANGE RANGE TAP ,## FIGURE 1: ADJUST THE CONNECTORTO SUITABLE! ! ,- INSERT2. PUT THE BRANCH WIRE THE SHEATH FULLY 3. �y. xIN WIRE, THERE ARE LAYS OF INSULATED LAY IN THE xCABLE,! STRIP A CERTAIN INSULATEDLENGTH OF THE FIRST LAY FROM ! END HAND,4. TURN THE NUT BY AND FIX THE CONNECTOR IN SUITABLELOCATION. CONTINUALLY5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT THE !. PART IS CRACKED AND DROPPED DO s momentum SOLAR PRO CUSTOM SOLARsSOLAR 325 HIGH STREET, METUCHEN, NJ 08840 F *,.E ., s PROFESSIONAL ENGINEERING CER'nFPED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 t• # t k. 23 INVERTERS: ENPHASE l: Ism r