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HomeMy WebLinkAbout23-64285335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ELCMISC-006428-2023 Issue Date: 06/21/2023 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. ME= I liI I I' 1111MIN I IN•IVIII III I 1111 11 1 I0 "I'll "YAWI I , 'M -M -- IIIIIIII accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE • Jean, le,.5Li-rn CONTRACTOR SIGNATURE PEf1IT OFFICE U 4 OLIN a *:4:11 V *4 A, a tt$j Jj &Tel MA j 813-780-0020 City of Zephyrhitls Permit Application Fax-e13-780.0021 Building Department Date Received Phone Contact for Femaitting 321 247 6073 It 1! $*#%*WWsVVW Owner's Name SHAKARA MOSS Owner Phone Number (321) 247-6073 Owner's Address 1 6343 BEVERLY HILLS DRIVE Owner Phone Number 321-247-6073� Fes Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6343 BEVERLY HILLS DRIVE, ZEPHYRHILLS FL 33541 LOT # 11 SUBDIVISION ABBOTT SQUARE PARCEL ID# 04-26-21-0150-01400-0110 tOaTAtNEb FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK ® FRAME STEEL DESCRIPTION OF WORK INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $ 24,650 VALUATION OF TOTAL CONSTRUCTION gy/ a ELECTRICAL $ goo AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING ® SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER COMPANY I Momentum Solar T SIGNATURE Cameron Christensen REGISTERED YIN FEE CURREN YIN 1 Address 6210 Hoffner Ave Ste 100 Orlando FL 32822 License # CVC57036 ELECTRICIAN ( COMPANY Momentum Solar SIGNATURE [���Matthew Franz REGISTERED Y 1 N FEE CURREN Y / N Address 6210 Heffner Ave Ste 100 Orlando FL 32822 License # EC13008217 PLUMBER COMPANY Y SIGNATURE REGISTERED YIN �EEREN Y /N Andress License # MECHANICAL COMPANY SIGNATURE REGISTERED L Y t N FEE CURREN Y J N Address License # OTHER COMPANY L SIGNATURE REGISTERED Y t N FEE CURREN Y! N Address License # _ v ffi ffi ffi ffi t ffi ffi t t ffi II ffi ffi ffi tt ffi tt ffi ffi.3 ffi ffi 3 8 ffi ffi E ffi ffi ffi ffi ffi ffi ffi ffi tI t ffi tt ffi ffi t$ ffi ffi ffi ffi ffi ffi� ffi ffi ffi t ffi ffi t ffi ffi ffi ffi ffi Z ffi ffi ffi ffi fi RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionstlarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Foetus. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wt 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, (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 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 —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, Welland 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 W" 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, 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.S "- 1 L7O 3 OWNER OR AGENT. Subscribed and sworn to (or affirmed) before me this 6/14/23 by--qHAKARA MOSS Who is/argersonally known to me or has/have produced DRIVER LICENSE as id€n—fificafion. 0 'n"'Un dwh�& Notary Public Commission No. HH351297 LISA ANN KNOTS Name of Notary typed, printed or stamped CONTRACTOR Subscribed and sworn to (or affirmed) before me this 6/1 4/23 . ....... . . by Who is/are personally known to me or has/have produced as identification. 0, 'q AC J t _Notary Public Commission No­_HH351297 LISA ANN KNOTE Name of Notary typed, printed or stamped Notary Public state of Florid—ti Notary Public State of Florida 11 Lisa Ann Knote Lisa II�Ann Knote Mmy Cornmission HH 35129 My Commission HH 35129 1111 Expires 01/19/2027 Expires ol/19/2027 INSTR#2023109614ORBK10838 PG916 Pagelofl S/H 06116/2023 04:12 PM Rcpt: 2595396 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alva rez-S2&,LP4, Esq., Pasco County Clerk & Cometroller Permit Number: Folio/Parcel I D #:* Prepared by::: 0 N UM SOLAR/ 6210 Hoffner Ave, Ste 10 Orlando FL 32822 Return to: MOMENTUM SOLAR --91Q±rota v-6-ye—SI&.LQ-0 Orlando FL 32B22 NOTTCE OF COMMENCEMENT State of Florida, County of - The undersigned hereby givMniNat improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement, 1 and street address if available) �er,y�al d 1 n nd stre 'Operty,� of the "P'o De scrip" prop (e' e C 2. Genera description of improv ment I ST TI T IC ANELS ON R FTOP N ALLA ON OF PH OTOVOL A 0 LAR P Oof Ow er fo tio o � s form 5 at 0 3, n in e ee in It n if the Lessee c, ntrcted for the improvement N n r 55 am Address -i Interest in Property QWNER Name and address of fee simple titleholder (ff different trorn Owner listed above) Name Address 4. Contractor Name MOMENTUM SOLAR Telephone Number_121-247-6073 5. Surety (!�`appH(�ib-le,- a -copy of the payment bond is attached) Name NIA Telephone Number ­ Address Amount of Bond S 8, Lender be Telephone Numr Name _N/A Address 7, Persons within the State of Florida designated by Owner upon whom notices or other documen be served as provided by §71313(1)(a)7, Florida Statutes. Name N/A Telephone Numbe Address of the le or's 8. In addition to himself or herself, Owner designates the following to receive a co Lxis Notice as provided in §713.13(l)(b), Florida Statutes. Name N/A Telephone Number_ Address 9. Expiration date of notice of commencement (the expilraticin date will be I year from the date of recording ss n diffainent date is sgecified) U-a�� � WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 713, PART 1, SECTION 713.13. FLO RIDA STATUTES, AND CAN Lu ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE Uj < -J LLJ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ;� — LL 11 1� LENDER OR AN A WITH Y Oil All AT,,Twn EY BEFORE Co ENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, EYBEFORECO M uj 0 OWNER 0 z ZD -j AYLENDER )jF or Less.. or owner's S' natur f or Lessee, or owners or Lessee's Authorized OffiCer/Director[Partner/Manager Signatory's Title,101111cs or se e s Authorized 0 1 < < 0, LU LU cf) 0 The foregoing instrument Was acknqw[edged before me b means of tA physical presence or online ix j 0 U- notarization, this day of _by 7: tea(D LL, "i morth"ar name of person Z i- Lij 0 0 as fors instrument was executed OWNER�- C < y e of authority. owner, officer. trustee. a amey in fact Name of party 0.1 behalf of whom u- & �Sl-t- Cr- D" 10 00 Notary Public WSg�-.Dr, W&Nc�.rylubft 01 �ql­ Li - .1 Florida Print, or stamp commissioned name of U. Personally Known OR Produced ID Lj, 5 1-- z 0 Type of ID Produced DRIVERS LICENSE W c < L'I I UD U1 < If Notary Public State of Florida Notary LU a: !7. U) Lisa Ann Knote rh r Form content re�nsea: 0-1/01/20 My Commission HH 3$1297 29 Ilti Xpre$ 0 1/1 91 7 01/1912027 I- Z kp� 60 OP-1088422 momentum SOLAR 10000111111 M-4- SOLAR ELECTRIC INSTALLATION CONTRACT ENTIRE STATEMENT OF AGREEMENT Mal Edwards mariso,odwards@momentumsolar,com Customer Name- 'Shakara Customer Phone: Customer Email: Moss Shakaramp@hotmaii.com Service Address: 6343 Beverly Hills Dr City, State, Zip: Zephyrhills FL 33541 Utility Company: Duke Energy Utility Account 113455677 Est, Annual Elec. Consumption (kWh): 8820 Est. Yr. 1 Solar Production (kWh): 7193 System Size it 5.11 Solar Mount Type: Roof Module: Q CELLS QPEAK DUO BLK-G10+ 365 Module Quantity: 14 Inverter: Enphase IQ8PLUS-72-2-US Inverter Quantity: 14 I:FV I =I- I WS MV M rall a I Iwo U107-71 041111l Total System Cost (Before Incentives): $ 25,5%00 Total State Sales Tax: $ 0 Exempt? Yes 0 No 0 Rebate (if applicable): $ 25,550.00 Total Amount Payable to Momentum Solar: $ Total Amount Financed: $- 25550.00 Payment Type: Financed HIC Licenses: CA 1026366, AZ 237781, CT HIC.0646323, FL CVC57036, MA 192204, NJ 13VH05539000, NYC 2042828.I)CA, PA l III GC-47821, TX 31915 Elec Licenses: CA/AZ 1026366, CT ELC.0203702-E1, DE T100006310, FL EC13008217, GA El MA ME:10024-El NJ 34ES01591300, WC 12943, PA/R1 8-014803 TX409620 Page 2 of 7 momentum SOLAR Transfer of Title: The title of the equipment will pass to you upon the delivery of the equipment to your property, or any storage facility you designate. Until the equipment has been delivered and signed for by you or your agent, we retain the title for the equipment. Governing Law: This agreement shall be governed by and construed in all respects in accordance with the laws of the State of FL as they apply to a contract entered into and performed in that state. MR-Bro M930A MUM . 0 1 . . incentives. When you assign any Tax Incentive, it defrays the cost of your PV System, and Momentum Solar, or its affiliates or partners, may retain such Tax Incentive subject to certain requirements. Customer understands and acknowledges that Momentum Solar may record all telephone calls with Customer for quality and training purposes, and Customer hereby consents to such recording. _ (Initials) Van@taA by air8la@a inc. Customer: 3#7033 Customer Signature Shakara Moss NVATIMM-710. "WE "It - Authorized Officer Signature Andrew King Print Authorized Officer Name 511AMPOW PM 05/30/2023 W ContractThe following provisions are incorporated into and specifically made a part of the Solar Electric Installation between You, Shakara Moss with an address of pFlorida 33541 ,and Momentum Solar LLC f/k/a Pro Custom Solar ("Momentum Solar"). t • • •w • • . .•. r �r Yr• r e �, . . r; r + r • . • r . • • r .' • " ". • it •: e w w A • _. w • s • • r r • • • • • •w rA Iwo# : 1 i! R �.. r lY � • IIY Ill er � Mv. x 4 '. � �a►� il' �Y ' • ... VIOLATIONS OF FLORIDA A A. LIUERSED ! R 1 • : ~ 1 :x. w ! Me FUND AND FILING 1 CLAIM, FLORIDA CONSTRUCTION INDUSTRYBOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: DEPARTMENT OF BUSINESS AND PROFESSIONAL CVC57036) with the Department of Business Professional Regulation. 1 A r .= r r A. ;r A. . A, r 0111 :r momentum SOLAR VMN The Florida Public Service Commission, pursuant to Section 120.54, Florida Statutes, has adopted Rule 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 system is one that is 11.6 M (dc) or 10.0 kW(ac) or larger. Your local utility has interpreted this to mean that, in order to interconnect your solar generation system to the local ),�Au will have to 'trovide 7roof that you have $1 mon of general liability Insurance as part of the application for interconnection with their system. By initialing here, you acknowledge that you understand the terms of this paragraph and the implications if you fail to provide and maintain proof of this insurance. Customer Initials: __. Alternatively, an owner of a Tier 2 renewable generation system may self -insure this $1 million if it can demonstrate to the utility that the owner has sufficient financial means to cover a potential $1 million obligation. As part of the interconnection process, your local utility will let you know what information it needs from you to make this determination and the timeline for such determination. Failure to provide proof of such insurance or to obtain approval from the interconnecting utility to allow you to self - insure will result in a denial of your request to interconnect your system or, if interconnected, the termination of such interconnection. Without this interconnection, your system will not operate, you will not be able to offset any electricity used in your home and you will not be able to obtain any benefits of net metering any extra energy your system produces. Here, you acKnowleage tnat you u-n-aerstana t le rMs is �Far7jrapn provide either the proof of insurance or the local utility's approval to self -insure instead of providing this insurance: Customer Initials: LLL__. Notice of Cancellation Momentum Solar LLC (fka Pro Custom Solar) Transaction ate: 0513012023 Address: YOU MAY CANCEL THIS TRANSACTION IT UT ANY PENALTY OR OBLIGATION,IT BUSINESS DAYS FROM THE ABOVE IF YOU CANCEL, ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,M ANY NEGOTIABLEf+ BY YOU RETURNED WITHIN TEN BUSINESS DAYS• a OF a CANCELLATION !..a NOTICE, AND ANY SECURITY INTEREST OUT OF THE TRANSACTION M:.da BE CANCELED. � #, - 1 •r a- a 1 a a s 1 a. � .a a a•� a ,� a. a a a 1 ear 1 1;. • •� a _ ,� � a•� a a a :.�' c 1 � • "� +# w # ' :a - '.• � � 'e � a : 's. ,a t a e + `e '. Customer'sSignature: ire,. s. •. momentum SOLAR Notice of Cancellation Momentum olar LLC (fka Pro Custom Solar) Transaction ate: 05/30/2023 Address: U MAY CANCEL THIS TRANSACTION IT T ANY PENALTY OR OBLIGATION, WITHIN THREE BUSINESS Y THE ABOVE DATE. IF O A, ANY E• TRADED ANY PAYMENTS 1 MADE B YOU UNDER THE CONTRACT OR SALE, AND ANY NEGOTIABLE INSTRUMENT EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST OUT OF THE TRANSACTION WILL BE CANCELED. A i A A A s M ,. 0 w e I ak d •" •!M • , ie M • A TO CANCEL THIS TRANSACTION, , OR DELIVER . SIGNED AND DATED COPY CANCELLATION r. ANY OTHERWRITTEN OR SEND !,. EMAIL, SOLAR w A ° a w:HamiltonBlvd, Plainfield, 07080 a i e ♦ a ♦ • s e Cancel Pon, 1p-qf18Momenty mSolarxom NOT A Customer's Signature: Date: momentum SOLAR &PPENDIX A . -, # I I!, , i I I'll 11 - . I Z=T -7 momentum i 3 v' \ ;kr � \ \, 1 "i � � ,ky: Michael S. Rezk Engineer -PE Pro Custom Solar LLC 732-902-6224 3096E Hamilton Blvd June 10, 2023 South Plainfield, NJ 07080 Re: Proposed Photovoltaic Solar Panel Installation Shakara Moss 6343 BEVERLY HILLS DR ZEPHYRHILLS, 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 Architect/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 1 F 7" with a top chord length of 12' 7" with intermediate supports at 1/2 points, making the effective longest span equals 7' with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. 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 water tight 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 T e: Shingle Fastener Max Spacing (in.) Attachment S stem. "ROOFTECH"R, "RT MINI II" & "UNIRAC SM" Mounting Systems Wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 24 24 embedment of 3" into the rafters 3. Solar Modules shall be UL-1703 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. If you have any questions relating to this matter, please coi�tj\gj ft1gfl our earliest convenience. Thank you. EN ° b � � 8`® ! Michael S. Rezk, P.E. a TIAYE OF a FL. Lic. No. PE95844 Michael • Rezk Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd June 10, 2023 South Plainfield, NJ 07080 Gravity 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 3 0.3 -A-1 Zone I = -36.5 psf Roof Slope = 22 degrees Roof Mean Height = 15 ft Zone 2 = -47A psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2,6 psf + 0.6(-54.7 psf) = -30.2 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 = 24" o.c. max Zone 2 = (24" o.c. max)^2 / 144 = 4 SF Zone 3 = 24" o.c. max Zone 3 = (24" o.c. max)^2 / 144 = 4 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 4 SF = 103 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 4 SF = 121 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in, xL6 x I = 1276.8 lb 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- L 9 sive quality programme in the industry: The new "Quality Controlled PW of the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology', Hot -Spot Protect and Traceable Quality Tra.QTm. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000Pa). 4111)1-1 0 — A RELIABLE INVESTMENT 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: 69 Rooftop arrays on residential buildings Engineered in Germany ICELLS MECHANICAL k IFIC A IO Formal 1717mm x 1045 mm x 32rnm (including frame) We0l 19 9kq .._...__....... ..... __ __. ..... Eton. Cc 3.2 mm thermally pre -stressed glass with --��-- aao mn, aessmm y anti -reflection technology 1 BuickCover Covr Comp osite film �. 5om a -- Frame Black anodised aluminium YQOz Smm _._-_. _____. _----------- . _-_ .. __ ._. _-... ..__. __ .,.....-..._.... Celi 6 x 20 monocrystaliine Q ANTUM solar half cells � if �Smm Junctionhol 53-101mm x 32-60mm x 15-18 mm Protection class IP67, with bypass diodes Cab4mm2 Solar cable (+) 1150mm,(-) a1150mm n.eno�mu�re vw ..cr,vieCIO, StAublt MC4, IP68 josTamt 32 mm PETgiIA Y' Smm-I 2Y.25 mm���BSmm ELECTRICAL CHARACTERISTICS POWER CLASS 360 366 360 366 370 'aTfis;tNFtdhfl PERFORMANCE .FAiV:.I. A't .,tA1MARD TEST T CC3'VD17[ON$, STC1 if CV Er, TOLERANCE 5&b r ..iilu Pro er..� 1pp Piers, [Wj 350 355 360 A. 365 _ 370� StIorl, t rcuRC ir,n: [A] 1097 1100 11,04 11,07 1110 € con Circun Vo taste' Voc IV] 41.11 41.14 41.18 41,21 41,24 � Current at MPP lmo' [A] 10,37 10.43 10,49 10.56 10,62 Voltage at it lrP Vor" IV] 33,76 34.03 34.31� 34.58 34,84 _ ......_..- Iffic o.r,ev �, [.-..�,.a.......�.._ a19.5 7] ..m_...�., a19.8 y20.1 ... ..�., ...z:20.3 - .,_....,-....__,_._a20.6 .. _ .-- € MINIMUM PERFORMANCE l_ NORMAL x-rPERPI INs CONDITIONS, NMOT1 P werotFrlPP PN,r,, [W) 262.6 266.3 270.1 273.8 277.6 F �Short Circuit Cur rent [A] _ 8.84 a 8.87 8.89- 8.92 8.96 Open Circuit Vollage -m V rc e IV] .-..._._.. m.38.77 38.80 38.83 38.86 38,90 2 Current at NAPP In., [A] 8,14 8.20 � 8,26 8.31 � 8,37 yrn#acf:>atUPE' VM,�� [V]_. 32�24 -w. - 3248-..�,32.71 32.94_- �. 3317 p0easurement tolerances Pvrr f 3q _ lsc. Voc. ±5 % at STC-1000 W/m2, 25 t 2'C, AM 1.5 according to IEC 60904-3. 800 W/m2, NMOT spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 9$%of nominal power dur- sso r - Ing first year, Thereafter max. 0.5% ci r� I - ---- - degradation per year. At least 93-5 of nominal power up to 10 years. At r.: least 86 % of nominal power up to T w a: ----------- 25 years - All data within measurement toler- ances. Full warranties in accordance no with the warranty terms of the aoo aoo eoa eoa xoao ` w Q CELLS sales organisation of your se4a;>lnNCE r,R ri respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 "C, 1000 W/rn'). TEMPERATURE COEFFICIENTS _ .-0,27.� 'ernpetaar,c C deficient o, r. a (%IK) +0.04 `. aria Perature Goeff �cienr of V�...,,. � „�... �@.�.... [%/K].,>. Temperature cooffcic'u)tofP' ....�-�,...-.-..�..,,._ y [%/K] -0,34 tic.mna;rvloduloOperating Ternper uret � NMOT _11Cj. 43±3 PROPERTIES FOR SYSTEM DESIGN Maxim an, System Vca,t_age 'v .,.:, (V) 1000 FV modrilo c.-as,ification Maximum Reverse Current ._._.. [A] 20""-" Fire Rating, based on,, ANSI, eta-61730 Max, De;'g#n Load, Push/Pull [Pa] 3600/2660 Permitted ( adult lernperature .e..,...... .,. „�._._.m_-..,.a..___.,.,-..,..,,_-....._,m,...........,.�...._,a.-_.-.m,...,�...,_ Max, Tat Lo d, P -h €�ull [Pa] 5400/4000 c n Continuous aty QUALIFICATIONS AND CERTIFICATES Quality Controlled PV-TUV Rheinland, A IEC 61215:2016; IEC 617302016- / 1 This data shaet comPhes LCw.. g wish DIN EN 50380 *uvxn>�mna C C QCPV CereBcaron ongoing. Class 11 C/TYPE 2 -40'C-+85'C 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- Hanwho Q CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Woifen, Germany I TEL +49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99-23000 1 EMAIL salesQq-cells.com I WEB www.q-cells.com Engineered in Germany CELLS F_t�70_,Trf T17 is our proprietary application -specific integrated circuit (ASIC) which enables the microinverter to operate in grid -tied or off -grid modes. This chip is built In advance4 55nm technology with high speed digital logic and has super -fast response times energy systems. Part of the Enphase Energy System, IQ8 Series IQ8 Series Microinverters redefine reliability Microinverters integrate with the Enphase 10 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 IQ8 Series Mioroinverters 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 IVIC4 connectors. various regulations, when installed according to manufacturer's instructions. @ 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. 2asy to Install Li%Xhv9lgSt vAK4 c+m�mct w10 plug-n-play connectors Power Line Communication (PLC) between components Faster kstzIl2ti#?, wItX slm�do two -wire cabling Produce power even when the grid is down* h%ra milli#A cymyl7tive hours of testing Class It double -insulated enclosure Optimized for the latest high- powered PV modules Microgrid-forming Complies with the latest advanced grid support" the latest grid requirements Conftyrpelo t* wI0 range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when installed with 10 System Controller 2, meets UL 1741, IQ8H-208V operates only in grid -tied mode. 108 Series Microinverters supports split phase, 240V. 108H-208 supports split phase, 208V only. Commonly used module pairings' w 235 - 350 235 - 440 260 - 460 295 - 500 320 - 540+ 295 - 500+ Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell, 66-cell/132 half -cell and 72-cell/144 half -cell MPPT voltage range v 27 - 37 29 - 45 33 - 45 36 - 45 38 - 45 38 - 45 Operating range v 25 - 48 25 - 58 Min/max start voltage v 30 / 48 30 / 58 Max input DC voltage v 50 60 Max DC current' [module Iscj A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit A A A el Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range4 v 240 ! 211- 264 208 / 183 - 250 Max continuous output current A 1.0 1.21 1.35 1.45 1.58 1.73 Nominal frequency Hz 60 Extended frequency range Ha 50 - 68 AC short circuit fault current over 2 4.4 3 cycles Arms; Max units per 20 A (L-L) branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 r Ambient temperature range -400C to +60°C (-40OF to +140°F) Relative humidity range 4 % to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.9") x 30.2 mm (1.2") Weight 1,08 kg (2.38tbs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 0 double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor 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 DC conductors, when installed according to manufacturer's instructions. (1) The 108H-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced DC/AC ratio. See the compatibility calculator at https://Iink.enphase.com/module-compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. 108SE-DS-0001-01-EN-US-2022-03-17 Aluminum4Less 4more Efficient Design OrAdditional MountingOptions 4Metal, EPDM, TPO, & Asphalt Roofs RT-MINI 11 is suitable for all systems with a conventional L-Foot. 1 "x 1 C.arriage Bolt EMT ra RT Serrated Hex Flange BoIVNut: " Components Dimensions in (mm) EM do Optional Items: RT-Butyl is RmufTech^u flexible noshing used in one million residential PVsystems for the last 27years, It is the first PVmounUng system with Flexible Flashing certified by the |CC, Engineered to withstand wind speeds up to 180 mph and qround snow up to 90 psf, Offset Rafter Attachment O,��� 100% Waterproof ROOF TRUSSES SPAN 1 - - - - - II II !I III ti IF ti Ik A A 11 I 11L------u------J- - L - - - --j LL it -------------- ri- �7 _Ir'r V - - - - - - - - --- 17� JII I( it R --JL RT-MINI ft-� LAN0=6U Ng, ODD PLAN VIEW NOTE: OVERHANG AS PER PANEL MANUFACTURER'S INSTRUCTIONS. SHOULD BE EQUAL ON BOTH SIDES OF PANELS. DESIGN LOAD CAPACITY - PSF (LANDSCAPE MODULES) UP TO 80" PANEL LENGTHS NUMBER SPAN OF PAILS FLAT ROOFS NOW SLOPES UP TO *r ROOF SLOPES r TO 20' ROOF SLOPES 21, TO Zr ROOF SLOPES 26' TO 46' ANCHOR TYPE 'A' ANCHOR TYPE W ANCHOR TYPE A° ANCHOR TYPE -W ANCHOR ANCHOR TYPE 'K TYPE -Er ANCHOR TYPE'K ANCHOR TYPE -W ANCHOR TYPE "K Ai�m TYPE -8- le 6 230.3 247A 229,6 247.2 228.2 24&8 227.3 245,0 225.2 243,0 2e 4 15C9 166.6 154-2 16&9 152.7 164.5 151.9 163.8 149,7 1613 32' 117.2 125.9 1164 125.3 115.0 123.9 1142 123.1 112.0 121.1 48- 79.4 653 78.7 84,6 77.3 833 76.5 e" 74.3 80.4 14- 60.6 65.0 59.9 64.3 584 62.9 57.6 62.2 55.4 $0.1 1. 54Z 58.2 53,6 57.5 52.1 56.2 51Z 55.4 49,11 53.3 16" 250.0 250.0 250.0 250.0 2504 250.0 250.0 250,0 250.0 2500 24' 209.3 225.2 208.E 224.5 207.1 223.1 206.3 222,4 204,1 220.3 32' 1580 169.9 157.3 169.2 155.8 167.9 155.0 167.1 152,E 165.0 1. 106.E 114.6 105.9 113.9 104.5 112.6 103.7 111.8 101.5 109.7 64. 81.0 564 802 86.3 78.8 Skil 78-0 84A 75.3 821 72- 72,4 -77.7 71,7 77.1 70,3 75.7 69A 74.9 67.3 72.91 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL WIDTHS UP TO 40' FOR MOM P94EL WIDTHS (41- TO 48-), DETERMINE DESIGN LOADS AS FOLLOWS DESIGN LOAD = LOAD FROM CHART X 40 NEW PANEL WIDTH z 0 RZ PV RAILS opm 2 OR 3 PER PANEL a .4 EQUALLY SPACED O> SEE CHART BELOW 9 if 1�11 I a 0, 1wz1 :L 01 - zw 0, 2 m LU VAT vas RT-MINI 11 ROOF TOP PV MOUNTING SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THECS REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE C4 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 py THIS PRODUCT APPROVAL IS FOR THE ROOF TOP PV MOUNTING SYSTEM AS SHOWN ON THESE APPROVED DRAWINGS. ROOF DETAILS, UPLIFT, SLOPE, ROOF TRUSSES AND OTHER ELEMENTS SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE STRUCTURAL PLANS EXAMINER THE 0 OF CORRESPONDING BUILDING DEPARTMENT. c 6i CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 0 c AND TO BE REVIEWED BY BUILDING OFFICIAL 0 40, INSTALLATION OF PV PANEL ACCESSORIES SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2 0 2-8 [ii ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS I;xo �0000& W- - AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND ROOF COVERING, DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESION (ASD)% SOLAR PANELS TO BE INSTALLED PARALLEL TO THE ROOF SURFACE WITH A TOLERANCE OF 2 DEGREES. PV PANELS NOT PART OF THIS APPROVAL - FOR PANEL DETAILS, GENERAL NOTES, COMPONENT SIZES, PANEL RAIL CONNECTION TO RT-MIN It AND 4/20/2021 INSTALLATION REQUIREMENTS/LIMITATIONS SEE CORRESPONDING FLA. APPROVAL DWGS. FL #38617 NNx,%j1I 1li/J,/// A- CONFIRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE ANDF WSTAULARON OF THIS PRODUCT BASED ON THIS PRODUCT EbALUATVON PRWDEO HE/SHE DOES NOT DEVIATE FROM THE CONOCIONS DETAILED ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT AVI-L SE CONSIDERED RWAUD If No. 8=3 ALTERED BY ANY MEANS C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENG*tM OR ARC%ffECT (FOR.) FOR THE PROJECT ANOM�WHO WLWLiLMSMEWRTENSEPONMSMOLMER FORTHE USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A D-ELECATEDD ENGINEER TO THE PE-0, ENGINEER SHALL SUBMITTO THIS UTTER THE SITE A, rdr, wing 0 SPECIFIC DRAWINGS FOR REVIEW. THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF21-27F THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED rr. SPAN V (BETWEEN SUPPORTS) . SPAN 'L' DESIGN LOAD CAPACM - PSY (PORrRAff MODULES) UP TO W PANEL LENGTHS NUMBER RAILS SPAN 'L' FIAT ROOFS ANCHOIR ANCHOR 'A'OF TYPE ' TYPE 'S' ROOF SLOPES ROOF SLOPES UP TO 7' V TO 20' =I ANCHOR ANCHOR TYPE '9 TYPE '8' ROOF SLOPES 21' TO 27* ANCHOR ANCHORANCHOR TYPE *A' TYPE 'B' ROOF SLOPES Zr TO 4 ANCHOR TYPE 'A' TYPE 'S' IC 137.1 147.4 136.4 146.8 1354 1*5.4 134A 144,6 132� IQ.6 142.6 92.8 99.6 SZO 99.0 90,6 974 89A iC8 '14 11 32- 70.6 7&7 6919 -T5 -I 6&4 73,7 67.6_ 72,9 7".9 65,4 70.9 2 w 48.4 51.8 47.7 51,1 -4il 49,8 45A 49'0 _2 4'.G 43,2 47.0 -i7.3 R9 3&6 3,9_2 MA .17,8 34� 371_ 32,1 35_ 0 14 3316 35,9 1 32.9 35,2 31,4 33.8 30.6 1 33A - 28A 322 16" 175.5 188.7 174.8 188A 173.3 186.7 172.5 185,9 �70,3 IW-9 24' 118.3 127.2 1174 12&5 116A 125A 115.3 1242 1132 t22.3 r32- 89J 96.4 8'3.0 95.7 $716 94Z 06.7 93.6 84.6 9t5 3 611 65.6 60.4 641 .0 63.6 -ig 581 62.8 56,0 60.7 4&9 1 50.2 462 T 49,5 44.7 481 43.9 47.4 4TJ 45.3 72- 42.1 =45. 1 41.4 1 4.4 39.9 43.0 1 391 1 422 36.9 1 40.2 I ' - 1.1 WA * I RVIT it A m "2111 1110mm m j �1 ..m' I.IWLSO.N. A. , LOAD FROM CHART X 68 DESIGN LOAD = NEW PANEL LENGTH zo NOTE: OVERHANG AS PER PANEL MANUFACTURER'S INSTRUCTIONS. SHOULD BE EOUAL ON BOTH SIDES OF PANELS. ;: §0 0ppp 0 00.,l Ni > cy a rim g PV RAILS OIL a< A 4H 2 OR 3 PER PANEL EQUALLY SPACED 0 0 z ; m 01 SEE CHART BELOW W:3 w at z DESIGN LOAD CAPACM - PSF (PORTRAJT MODULES) UP TO 80' PANEL LENGTHS NUMBER SPAN OF RAILS I FLAT FOOFS ANCHOR ANCHOR TYPE *9 TYPE 'Ir ROD? SLOPES UP TO 7' -- - ANCHOR A�[= Er ROOF SLOPES 61 TO 20' ANCHOR ANCHOR TYPE *K TYPE *W ROOT SLOPES 21, TO 27' ANCHOR =' TYPE 'K ROOF SLOPES 28, TO 45" ANCHOR ANCHOR TYPE 'fi° TYPE '8' IC 117.2 125,9 116.5 125.3 1t6.0 123.9 114.2 123A 1110 121.1 24' 79.4 85.3 78.7 $4.6 77.3 83.3 76.5 $2.5 742 1 BOA 32- 60.6 6510 59,9 64.3 58.4 62.9 57,6 612 55,4 1 60.1 2 'w. 41.7 44.6 41.0 444 39.6 3&7 41 Z 364 39.8 134' 32.3 34.5 31.6 33.8 30.1 _42.6 324 29.3 31.7 27J 29.6 72- 29.1 31.1 25,4 30.4 270 29.1 26.2 28.3 24.0 26.2 16' 134.1 144A 1334 143-5 131.9 142A 131.1 141,3 12&S _139.3 24' 90.7 1 97.4 90.0 1 96,8 BILE 95.4 67,7 94.6 E5.6 912.6 69.0 74.1 I 68.3 734 66,9 66.0 71-3 --47-9 63.9 69,2 1. 47.4 50,7 1 4&S 50,0 45.2 _12-0 i 48.7 44.4 42.2 45.9 14- 36.5 39.0 35.8 38.4 34.4 37.0 33.5 36.2 31.4 34.2 1. 32.9 35.1 32.2 34.5 30.7 331 LOADS SHOWN IN CHARTS ABOVE ARE FOR PAWL LENGTHS UP TO 80" FOR SHORTER PANEL UENGHTS (69- TO BO-), 0EtERMfNE DESIGN LOADS AS FOLLOWS DES" LOAD - LOAD FROM CHART X 80 NEW PANEL LENGTH 4/2012021 FL #38617 Nm $1223 Fa I < drawing m 2 -27F f- ED, i 1 3/1 (NO d. CENTERUNE LOWABLE ZONE MOM 2.5' -3/8- 1 3/16.± (WMM) 1 3/16"* (WMM)_/ (NO BOLT ZONE) (No BOLT ZONE) 1 9/1 C± (40W) I 9/16"t (40MM) (ALLOWABLE BOLT ZONE) (ALLOWABLE BOLT ZONE) -- ----- - ------------------ PV MODULE NOT PART OF THIS APPROVAL ----------------------------- PV MODULE RAIL NOT PART OF THIS APPROVAL 5116" Olk -i BOLT N It A \-.1 TAPE 2 FLASHING/SPACER RT-VINI K FASTENERS (2) PER BRACKET SECTIQN A- RT -MINI It FASTENERS., (AT ROOF TRUSSES) TYPE *K- M5 x Vmm SS304 SELF -DRILLING SCREWS (MAX. ALLOW. TENSION - 569 lbf, MAX. ALLOW. SHEAR = 404 fbf) TYPE '8'- M5 X 90mm SS3f 4 SELF -DRILLING SCREWS (MAX. ALLOW. TENSION - 613 fbf, MAX, ALLOW. SHEAR = 470 Ibf) CENTERED AT WOOD TRUSSES (SG = 0.50 MIN) MIDDLE -1/8. 1 3/161± (30MM) f" MIN (NO BOLT ZONE) Or OR EMC PART Of THIS APPRGVX- PLYWOOD SHEATHING 15/32 MAX. FOR FASTENER TYPE F 1 9/32 MAX. FOR FASTENER TYPE 3. �— 1.969 .323 i I —I r 1 .614 090 T 1 1— 3.543 RT—MINI tf 6063-T5 1411FARDIN I Z 0 0 cl 0 IL 0 to' 'm 0 p Bj �4 of 0 ? m it x 0 Q. 0 g G) > 0 at - MOM$ < UZI L m ul z 0 ;= z pq es P o Z 0 N 0 W C (If cc 'r? On 0/2021 FA No. 81223 jLfj lali 0 • STA Slg ~ drawing no, 21-27F RAIL STRONGHOLD ATTACHMENT KIT SEE PAGE « NH-P01 SEE»2d y-A was RAC«<"' I »ff##2? ^ .2IZON �O PART ASSEMBLYt� .11 Caft 2°! <# « ©■ »d 2.«:C R� ©\ # ?«©«°»?<# 2;MODULE ASSEMBLY PHONE: 505.242.641 . .. . WWW.UNIRAC.COM im "60 141"'T"I'llim »?122#d2; r, 0 Ign, I I a -am wi I j 1: Ko., I MA I I lig w, 0''I 1« 11 Wo won U N I RAC PRODUCT LINE: NXT HORIZON 11401" PART & ASSEMBLY 1411 BROADWAY BLVD. NE "o \!�d r242.6 \DESCRIPTION. MODULE ASSEMBLY AO411 NE WWW.UNIRAC,COM 9/30/2021 myllamilef,> <+ ENNOWAACIMIL DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL gim %<? g,<■u PART # TABLE '<fJT]ON \\\ }\\22NXT HORIZON COMBO CLAMP - MILL NXT �HORIZON COMBO CLAMP— R 30MM TO 40MM MODULE FRAME n "'UNIRAC o too 42 BROADWAY BLVD, « PHONE: 50 } © C » WWW.UNIRAC.COM 1k" is PRODUCT RDU LINE: . . jHORIZON (» \\. /\ PART & ASSEMBLY DESCRIPTION:\# ?<CL M» \t■ CLAMP (f \ ?}\\# 2 # ± ?\ 20/2021 } #!t«< :«e<:#�� \\ � /�� \\ d}�� \\�. 2■22a� .. . .LEGAL NOTICE ami DADT# TABLE DESCRIPTION * STRONGHOLD ATT KIT COMP MILL rSTRONGHOLD ATT KIT COMP M • STRONGHOLD,A STRONGHOLD ATT COMP 556n •" x 4" SS LAG BOLT 3:Y8B5 f`-=2 9'8'U N I R A(], P RODUCT LINE: N HORIZON own so PE: PARTS ASSEMBLY ;DESCRIPTION.PHONE: 505.242.6411 „i A ■ WWW.UNI R A O + LEGAL NOTICE PART # TABLE DESCRIPTION \\\ «»»: STRONGHOLD RAIL CLAMP MILL STRONGHOLD RAIL CLAMP DRK was N I RAC » f##;2NXT . . HORIZON sual'U I A PARTS ASSEMBLY 1411 BROADWAY BLVD. NE " ROOHOID RA &4Q,19 I DESCRIPTI CLAMP PHONE: 505.21142.64 WWW.UNIRAC.CoM 9/22/2021 5/16"-18 x 2" SERRATED FLANGE HEX SCREW 0*= I. LEGAL NOTICE WO I mum PART # TABLE DESCRIPTION EK7 NXT HORIZON MLPE & LUG CLAMP elle!" 10 - .111 was NIRAC PRODUCT LINE: NXT HORIZON o"OU PARTS ASSEMBLY 1411 BROADWAY BLVD. NE DESCRIPTION: M PE &LUG CLAMP PHONE: 505,242.6411 ---- .UNIRAC.COM REVISION DATE:' 9/22/2021 I= LEGAL NOTICE Rm PART, TABLE DESCRIPTION WRMCNSD NXT HORIZON NS WIRE MGMT CLIP ICT: m m "UNIRAC en oil PHONE: 505,242.6411 WWW,UNIRAC.COM 2Y16" 5/16"-18 x I" 9F.R4 Es F1 �0\1 ?: UQJMNRt#\ ml&im»» 99.320M*01=11 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL LEGAL NOTICE PART # TABLE DESCRIPTION WRMlCLPD1 NXT HORIZON WIRE MGMT CLIP Mum PHONE: 505.242.6411 WWW.UNIRA.CO M MygirilffigWym m DRAWING NOT TO SCALE, ALL DIMENSIONS ARE 00 NOMINAL m I m in PART # TABLE DESCRIPTION NXT HORIZON RL & CLMP CAP KIT ME= PHONE: 505.242.6411 WWW,UNIRAC.COM IN NAWORKN#±??� A RAIL & CLAMP CAP 00(kim m lo, al = ml NNW - - - - - - - - - - - PART # TABLE DESCRIPTION HORIZON RAIL 84" MILL L�N'NXT XT I XT HORIZON RAIL 84" DARK \\ NXT HORIZON RAIL 168" MILL/ / d\\ \\\\/ NXT HORIZON RAIL it DARK # NXT HORIZON RAIL 208" MILL NXT HORIZON RAIL 208' DARK /\d\\� NXT HORIZON RAIL 246" MIL y.\\ y» L \. » d. �m 2\ 27 NXT HORIZON RAIL 246" DARK a ""UNIRAC s an 1411 BROADWAY BLVD. NE PHONE: 505.242.6411 WWW.UNIRAC.COM F0 FOUITIMITne-ififfm 560, �151 I �o Mtf T,49;*Rolm# d; Fee awm, 4 f W1,144109mil I me LEGAL NOTICE I PART # TABLE DESCRIPTION NXT HORIZON RAIL SPLICE PHONE: 505.242.6411 WWW.UNIRAC. )M PRODUCT LINE: NXT HORIZON 101 OMIXYTJ 10 Its WISM 5 A'A"AlCar., DESCRIPTION: 11 RAIL SPLICE to] 0 9/22/2021 . : \ I= LEGAL NOTICE Mm— « it M� • O i i « i i • R • t ■i i M i i +* • • « • a • t « R• i • s M Ml i r «� «,, i i • r it • a * « a « • . •%.. • i.. .. ae .« R M • i ■ R s r... • .- •. « • i ! i i s w.. r •. 71+ Ri • �" •. 1' « • • • �► ■ ♦ « i • • • • r i r • i r s � s • R i g * _. • • i i • i ✓. • • • • i * • • ! 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NE 1A PHONE: 505.242 ' 6411 WM.UNIRAC.wM #A EM DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL ill F all �.� M, PART # TABLE P/N DESCRIPTION LENGTH NXT HORI• RAIL SPLIC 'PRODUCT LINE' I OKA as DESCRIPTION: RAIL SPLICE PHONE: .2kr.6411 '05 WWW.UNIRAC.COM REVISION DATE: REV 9/22/2021 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINnALl PRODUCT PROTECTED B, lor-ma momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307. ORLANDO FL. 32819 SAAKARA 1TIOSS - IMS129143 6343 BEVERLY HILLS DR ZEIII PHYRHILLS, FL 33541 8139448133 11-K-G10+ 365 (A INVERTERS: ENPHASE IQ8PLUS-72-2-US PROJECT INFORMATION -moil Uyl a VIN r r I I 3 1/4" MAX. �; 0m ' i m r r m ttt ex 1 D----- -T—J, 1 ,_____ __ mz— m- i n r cir n mZ o�og rn 8 K to o c t �. , __ m� 1 1 r 1 o� z g r Sig F 0 m o 0 f 0 CAD 0 z ° K 0. revisions: a- 03 s3-2t RT-MINI It ROOF TOP PV MOUNTING SYSTEM AL-FAR+i}OQ CORPORATION a as a esri ton no ENGINEERS & PRC3t Uct DEVELOPMENT Roof Tech Inc. Bai se � 9360 SUNSET PFRtVE, SUITE 220 ar, ey: Teal 10620 Treeno Street Suite 230 MIAMI, FLORIDA 33173 (c.A.N. 3538) a San Diego, GA. 92131 TEL. (305) 2644MOO FAX (3aea) 278 ink. ey: n Phone: (858) 935-6064 Fax: Sp ZRACK 2 i Z-R—RT p C @ x+ i10 < W y A -J, 2�020 i.0 to3 m pay '=�ism 0,00n°?' pQLD� w r is m r'75 Q r t �y (. Q O SCALE-.1/8" = V-0" GROUND ACCESS (TYR) ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN PORTRAIT MAX SPAN LANDSCAPE MAX PORTRAIT MAX (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) CANTILEVER CANTILEVER Rl 6 22* 180* 1000/0 48 /32 /32 48/32/32 16 /10 /10 16 /10 /10 R2 8 22* 360* 1001YO 48 /32 /32 48/32/32 16 /10 /10 16/10/10 CLAMPING MAX SPACING IN ZONE 1 72" O.0 AND IN ZONE 2 AND ZONE 3 48" O.0 0'-821, FIRE SETBACK GUTTER (36" VENTILATION, 36" ROOF ACCESS) 0 0 6! (TYP) 0 3'-0" _R2 3'-0" 7 . . .. ...... "D E111], /r -0 0 0 0" 0 0 0 z 0 0 *1 2'-8- GUTTER '01 RAFTER SPACING -1 DISC 1 24" O.C. (TYP) C8 I AC I MSP I ELECTRICAL EQUIPMENT NOTE: 1° ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS, 0"t 9"s DRIVEWAY UUj ccl z LU V) U- cc cc 0 Uj LU C.0 0 U- TOTAL SQUARE FOOTAGE OF ROOF--11"'49 SQFT SQUARE FOOTAGE OF SOLAR ARRAY-l'70.12 SQFT PERCENTAGE OF SOLAR ROOF COVERAGE: 23.51% momentum SOLAR --7 PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUM 307, ORLANDO FL. 32819 SYMBOLLEGENIt} MAIN SERVICE�l I ZEPHYRHILLS, FL 33541 8139448133 _AN�lLFc.IMNlY ft gLa4zlishiLi SYSTEM SIZE (5c): 5.11 WIW 14 MODULES: HANWHA Q.PEAK DUO BLK-G 10+ 365 14 INVERTERS: ENPHASE IQ8PLUS-72-2-US DISC AC DISCONNECT UTILITY DISCONNECT LOAD CENTER 3P BOX W/ ENVOY-5 C) .4 PIPE VENT FAN SATELLITE DISH INITIAL FIRE SETBACKS PRO39CT INFORMATION DATE: 6fg3fZ023 DESIGNER: SR [Ed FLcl HNEMA BOX REV: MIN 3'X TGROUND ACCESS REV: POINT DATE: DESIGNER: DATE: DESIGNER: ECOMBINER MODULE ROOF LAYOUT PITCH DIRECTION WIND PRESSURE ZONE LINES. REFER TO PV-2.2 FOR PV-2 ADDITIONAL INFO ?V MODULE RATINGS MODULE MAKE OPEN CIRC I SHORT CIRCUIT CURRENT MPP CURRENT NUMBER OF MODULESx. Mile INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE 0 MODEL IQ8PLUS-72-2-- WIRE RUN V.".' IMP R L (FT) V. % V. IRE SIZE momentum US OLAR BRANCH TO ]-BOX 240.00 8.47 1.98 46.08 1.546 0.64% 12 AWG S OPEN DCIII VOLTAGE 3-BOX TO LOAD = CEN TER NOMINAL AC VOLTAGE _ LOAD CENTER TO AC IN MAX AC CURRENT dal DISCONNECT AC DISCONNECT TO NECTION NUMBER OF INVERTERIII S — —1 111, 1703 COMPLIAMllNIIII T I SUB PANEL 1, #OF MODULES PV 13i. THI SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 BREAKER SI'ZE71 PER BRANCH 1 FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE 1,TtrrMWrJrf1Yrr'-� 14 ENPHASE IQ8PLUS-72-2-US MICRO -INVERTERS PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ G8840 # (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING NEC 705 12(5)(2)(3)(b) 1.20% RULE (1.25 x INVERTER OUTPUT) + MAIN OCPD �5 BUS RATING x 120 (1,25 x 16,94) + 150 < 200 x 1.20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705, 1, MINA A. MAKAR PE# 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAIN IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 1 UTILITY METER GRID ENPHASE80A AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT 150A 25A ROOF JUNCTION X SUV�'LftU I - ROOF 1OA/15A BRE;KERr- POWER JU CTI N (MANUFACTURER ER 35A FUSES GROUND TERMINATION CAP BOX 2A-13 ENVOY) OR 3 3 EXISTING 200A INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 20A BREAKER (B) 150A BREAKER CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLAf FL. 32$19 &ILI Ailyffll#� �#, = IN WA 4 Z I X4 114 M IMPIAPAMIr BLK-G10+ 365 14 INVERTERS: ENPHASE IQ8PLUS-72-2-US Wire Tag Conduit Wire Qty Wire Gauge W ire Type Temp. Rating Wire Rapacity (A) Temp. Derate Conduit Fill Derate Derated Inverter Ampacity (A) Qty NOC (A) NEC Design Ground Ground Wire Correction Current (A) Size Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 7 1.21 1.25 10.59 12 AWG Trunk Cable PR03ECT INFORMATION 2A 3/4" PVC 4 10 AWG THWN-2 75'C 35 0.96 0°8 26,88 7 1,21 1.25 10.59 INITIAL 08 AWG THWN-2 REV: 1.25 10.59 REV: DATE: 6/13/2023 DESIGNER: SR 213 10 AWG THWN-2 75'C 35 0.96 2&88 7 1.21 DATE: DESIGNER: DATE: DESIGNER: 3 3/4" PVC 3 + G 08 AWG THWN-2 75'C 50 0.96 1 48.00 14 1.21 1.25 21.18 08 AWG THWN-2 THREE LINE DIAGRAM — NOTE: LETTER "G" IN WIRE (STY TAB STANDS FOR GROUNDING CONDUCTOR. rv—j CALCULATED1, ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN MANUFACTURED CALCULATOR BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH GROUND CARRIED FROM GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER 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 DATASHEET 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 THE DISCONNECTING ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD - D# 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. 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN W1 LOCATIONS # ARTICLE 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF DOES NOT1 OF "# SECTIONALTHE I SPACE.: s i r # • i * i i 1. # S �. l # � *.:> M ' is SOURCE28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV 690.6. 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. SHALL30. NO TERMINALS OPEN POSITION#t SYSTEM .*0 .•t i #. i L ►i { i { s # L IIIIII #!> DLTAGE # � # #* CONDUCTOR i FIGURE 1: ADJUST THE CONNECTORTO SUITABLE# 2. PUT THE BRANCH WIRE # THE yr SHEATH INSERT3. xWIRE, THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP x CERTAIN LENGTH OF INSULATED L # INSERTED END HAND,4. TURN THE NUT BY AND FIX THE CONNECTOR IN SUITABLELOCATION. SPANNER.5. SCREW THE NUT WITH THE SLEEVE r . SCREW THE NUT CONTINUALLY UNTIL THE TOP PART IS CRACKED 3. DROPPED DOWN momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ r' k MOMENTUMS♦A i i,ln� wi um nip i� m� n 'R # Ea - #' } ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 r « * INVERTERS: r * L i * o