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HomeMy WebLinkAbout23-6792Address: 7816 Broad • Dr ZEPHYRHILLS, FL 33450 Phone: al iiI a Issue Date: 08/18/2023 ck� Building • $0.00 Electrical Valuation: $30,960.00 Mechanical Valuation: Plumbing • Total Valuation: $30,960,00 Total Fees: $194.80 Amount Paid: $194.80 III REINSPECTION FEES: I With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of • times the amount • the fee imposed • the initial inspection •i first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies ► federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. -------- C T CTfl G-.NATURE- PE IT OFFICEf I ------ -- ---- PERMIT EXPIRES 1N 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020, City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 321 247 6073 ! ! ! ! ! ! • -' ik.':IE I� f-1 - ... -.IE�#'3G .€ IFIt Owner's Name Dipmattie Hinson Owner Phone Number (321) 247-6073 Owner's Address 7816 Broad Pointe Drive Owner Phone Number 321-247-6073 Fee Simple Titleholder Name Owner Phone Number 321-247-6073 Fee Simple Titleholder Address 7816 Broad Pointe Drive LOT # 27 JOB ADDRESS SUBDIVISION Zephyr Lakes PARCEL Ip# 35-25-21-0140-00800-0270 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED X NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Installation of Photovoltaic Solar Panels on Rooftop BUILDING SIZE SQ FOOTAGE = HEIGHT € # x..E.I IF S I..x..$. >E € 1. . [ E E ffi [ E L S E € S S 4 Q [ 4� [ it W x L =BUILDING $ 30.060 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. 900.00 PLUMBING is� =MECHANICAL ISI VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING a SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Momentum Solar SIGNATURE Cameron Christensen REGISTERED Y N FEECORREN Y N Address 6210 Heffner Ave Ste 100 Orlando FL 32822 I License # CVC57036 ELECTRICIAN �,.��COMPANY Momentum Solar —� SIGNATURE p ,.•«�`"' Matthew Franz REGISTERED / N FEE CURREN % N Address 6210 Heffner Ave Ste 100 Orlando FL 32822 License # EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FFe CURREN Y l N Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y I N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 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 properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more.. I certify that t. the applicant.. have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "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, alter,. or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F. :-N1 17.03) OWNER OR AGENT - .y '3''".f,t•'"-- CONTRACTOR Subscribed and sworn (` 1 affirmed) before me this Subscribed and sworn to (or affirmed) before me this 8/17/23 by DIPMATTIE HINSON 8/17/23 by C amarnn C hristPnsan Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced DRIVERS LICENSE as identification. as identification. i f � e• Notary Public Commission No. HH351297 LISA ANN KNOTE Name of Notary typed, printed or stamped Notary Public State of Florida LiSa Ann Knote trill My Cemm#ssion HH 351297 Expires 0V19/2,27 Notary Public Commission No. LISA ANN KNOTS Name of Notary typed, printed or stamped Pdc`f.ary _f'" . Stain of Florida Lisa Ann Knote EEtI f`'1y Corn mission HH 351297 Expires ©1/19/2027 INSTR#2023132269ORBK10857 PG3424 P,g. 1 of 1 S/H 07/25/2023 02:23 PM Ropt: 2607504 Rec: 10.00 IDS: O00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit Nurnber FollotParoal 10 #- 3HH1 .9014QAO_400-0270 State Of Florida, County Of Pasoa "00 This is to certify that the foregoing is a ( true and correct copy of the document on file or of public record in this office. Witness my hand and official seal this 11 1, 1� day of J 2, 0 mJ3 Nikki Alvarez-Sowles, Es�­ Clerk & C mi3tr Pascp County, Flo(ida NOTICE OF COMMENCEMENT eputy Clerk State of Florida, County of PASCO The undendgned hereby gives notice #W Improvement will be made to certain real propwty, and In accordance wfth Chapter 713, Florida Statutes, the 111ollowing Inliormation Is provilkled In this Notice of Commencement. I . DescrIpItIon of property (legal description of the property, and street address I available) MM LMg§ SUBDM§12N PtLA§E§ 1A 2A a@ & 4A P§ LO PG 37 @MIS § kQT 7 L 2. GenerilidlooWNW lippr ement c i0vae 7816 Broad Point Dr ZophyrhiRs, Ft. 33540 ,c aner Installa o a 3. Owner Information or Lessee Informatillon It the Loom contracted for Ow Improvement Name DipmWJe Hinson Address at Ik 7AW t1i h- El. 33JJQ Interest In Owne Warne and aC1ress of fee simple bV&74,�(,Wdffempttom-OwnerAbtx"bova�-- Name Nill contractor Name MOMENTUM SOLAR Addre'YL. Telephom NumbeL ;&I:p §21Q Ugftff 99 & am A 0 jZ M Mr#9WM!P,%7r- 7-75't-i-i-7 --37M'-t 'M- 4CT Name. NIA phone Number_ Amount of Bond $ 6. Lander Namq._ tM Telephone Nurnlbe�_ Address_ 7. Pensons within the State of Floddla designated by Owner upon whom notices or other documerft may be served as provided by §713.13(lXa)7, Florida Statullac Namq_NIA Telephone Number_ 8. In addition to hlnwW or herself, Owner designates the following to We a copy of the Usnoes Notice as provided In 1713.13(i)(bh Flodda Statutes. Namq_ tilifa Telephone Number_ 9. Nanaab of notice of commencerneiv unless a different date Is specffied) 1/1 d All -2 AA* 04 �1 4 State of Virginia County of Prince William ! 1 -; I il. " Ad. Mcn#*W as"is of Person ge Owner ibr Tre of WWW".. owner, ~' "Untes, Bonney in W QP~V Electronic Notary Public Sonalure of Notary Public - state d RSWxv112— Notarized online using audio -video cc ication Personally Known -OR Produced ID 2S T, ,47e of 10 Farn writerd revised. 0110101 presence or ()Q online -Mmm of 'pety =--b aFeifo—f -wt� —katuin-ant was. exaculed AM 14vul Alam RWASMTM NUMBER 283777 Am 3% 2024 Michael S. eZ Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd August 16, 2023 South Plainfield, NJ 07080 Re. Proposed Photovoltaic Solar Panel Installation Dipmattic Hinson 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL 33540 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 recornrnendations: 1. The array will be installed on the existing roof, The roof framing is constructed of 2"x4" wood trusses (a(,24" o.c. spanning 17' 9" with a top chord length of 19' with intermediate supports at 1/3rd 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. / St'. 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 Type: Shingle Fastener Max Spacing (in.) Attachment System: "ROOF TF:C I F 1t TT MINI Il" & "UNIRAC SM" Mounting Systems Wind Zone I Wind Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel lags with a min. Fastener Info: 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 contact me at your earliest convenience. Thank you. Michael S. Rezk, P.E. FL. Lic. No. PE95844 a',�trIFUFF lllii 7 S7AT OF .40RV0 `rrl/1/l /1I41\1�\i\\ Michael S. Rezk Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd August 16, 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 30.3-A-1 Zone 1 = -36.5 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4,1, ASD combo = D + 0.6W: Zone 1 = 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 1 = 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 1 = 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 = 1 (Table 2.3.3, 2015 NDS) Zone 3 = 302 psf x 4 SF = 121 lb < W', OK W' = W x embed x Cd x Ct W' = 266 lb/in x 3 in, x1.6 x 1 = 1276.8 lb powered by r the independer' cer, f cation nst+u. e T'UV Pr er lard. INNOVATIVE ALL-WEATHER TECHNOLOGY Oo-lmal y eids, w aever the weath r wlih exceller? �J low-i'g,. and er^pe,a',;re rsehaVo... S- ENDURING HIGH PERFORMANCE _org- u m yield security i , Art i ID Tech;,ology, An i PID \/ Technology, Hot Spot P oteci and 1 raceable Quality Tra.QTV EXTRE V E W EN HER RATING High-tech aluminum alloy frame. certified for gh srow (5400 i-a) and wind loads (4000 Pa)_ A RELIABLE BLE INVESTMENT Inclusive 25-year oroduct warranty and 25-year hrear pervor-ma,�e warrarty A ,tc ;,d' S, 6�6 // o. THE IDEAL SOLUTION FOR: WJ z ec , a e 7-a_ 7 , Engineered in Germany k� CLS MECHANICAL SPECIFICATION ,. 74 Oro x 41 tic x L26in (Inclucing frame) (1879mmx104�mm-32mroJ 48 5 ba 1 0 <g; _ - - - - ao r_3-t32 rrher a /ore-s e,�;aw '� o c< c ocy .mm C5 x - o u0s e ,r .._ _.. (112 11s Slack a,-oaized alum nwn 6 x 22 monocrystatline 0 4NTUVI sour halt cells 209 398 inx1 26 236itxOb9 07` r 53-i01n rt x 32-60 mm x 15-18 nm). IP6/ pritI byp ss c odes 9a z�ommt i _,. s­M2Saa'cable;Ct)>492e(12_0�-,1 �492ir��260r'ro) -� s=on,�e•aP� '.. sta oli MC4; 1,163 :.21 ,32 nrr., hTN_A m�,1 ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 P 385 390 - 395 400 5 :A1 ` 0 11 07 11.10 iLiC- _ 1 7 V;; of 45i9 45-23 4527 15.30 4E_34 :A'- to _59 10.65 1011 107,7 10.83 _. ..' V..;, "V' 36.36 LE 36 36.88 3713 37.39 i%i 9 9 20_ 6 - 0 2888 2926 >96 3 - 300 ' -- 3C3 8 A] 890 8.92 8.9E 8.97 9.06 .., V;,,,V` 4?_.62 42.65 4269 4272 4276 W] 8 30 8 41 8.46 8.5i 8 07 - — - V - -34 69 34 n; 3a03 30 25 30 46 veas.,s e.,Oe,,:,ces -3x V r-SC. 0103V%^;2� CA, caccor,-y,-C�,K,1-3-8000W2'�UO'spec., r2 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE ao 0 Po ,,,�,t 98'T of iom-ai power du,irq ` I i s ear Gc oal ar max 0.5 / i cai t­ [ roer_A ast 935 roo - 1 /ca, s' i. '2i,ieat>. so as - arc as n I o a z cart vltn eo ___ _ _ t aoa noo soo ioao la�,atoru ,rr esoe,!iee a rs lo II;:ou«try. Ty0�C31 ^ oc.le pe to-ijince un6C' low Irr3C18 Cc Cora c^S'n .. . Co-.. scr to S_C. _ociitioc (>S 'C. lODS W/m�) TEMPERATURE COEFFICIENTS a! S 0 04 0 27 ._ ,K 034 _ 'VMO 139 04 o`Cj PROPERTIES FOR SYSTEM DESIGN V] 000 Ir,.)! 1000Class k s 7i; 20 Jnac5,26a7526_- 0- o o 8� co to 35°C` ., ios/ t 3 t54JO ca) 84 4003 ca) , wee aila, ('i, QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION _ 76 c 433 326 S 194Cm- r '.'= Io: kg cal e's pa ets ocx esC U Note: es'a is ,i , _ : n use rj>il­,ec ..,e the ^stalld ,n ana e, er:a,tme,- ^ rra, or_no-ouec s'alla-;;r a ;e o* ..)rs proo❑Ct. Hanwha 0 CELLS America Inc. - „CCC. _- is S,.',-e r�,(� -r.^c CA9,_0 8. _zA TEL • 949 rr859ti.i:F_NIAIL -o. <....'s.=- WEB o,rre.. ,.e:�.Ls Aft i 11 11111liq lill 111111 Ah� Aft Ll Buil L Our newest IQ8 Microinverters are the industry's first m icrog rid -forming, software - defined microinverters with split -phase power conversion capability to convert DC power to AC power efficiently. The brain of the semiconductor -based microinverter 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 advanced 55nm technology with high speed digital logic and has super -fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. ig y" M" ".0, NOM 31 M, Part of the Enphase Energy System, IQ8 Series IQ8 Series Microinverters redefine reliability Microinverters integrate with the Enphase IQ Battery, standards with more than one million cumulative Enphase 10 Gateway, and the Enphase Apo 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 IQ8 Series IQ8 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, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. 108SE-DS-0001-01-EN-US-2022-03-17 FIYW� Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling High productivity and reliability Produce power even when the grid is down* More than one million cumulative hours of testing Class 11 double -insulated enclosure Optimized for the latest high- powered PV modules Microgrid-forming Complies with the latest advanced grid support** Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when installed with IQ System Controller 2, meets UL 1741. 108H-208V operates only in grid -tied mode. IQ8 Series Microinverters supports split phase, 240V. 108H-208 supports split phase, 208V only. Commonly used module pairings2 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 Iscl A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration lxl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 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/range° v 240 / 211 - 264 208 / 183 - 250 Max continuous output current A 1.0 t21 1,35 1.45 1.58 1,73 Nominal frequency Hz 60 Extended frequency range Hz 50 - 68 AC short circuit fault current over 3 cycles Arms 2 4.4 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 In mw 60 Ambient temperature range -40°C to+60°C (-40°F to +1401F) 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 (2.38 Ibs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double -insulated. corrosion resistant polymeric enclosure Environ. category / UV exposure rating m NEMA Type 6 / outdoor CA Rule 21 (UL 1741-SA), UL 62109-1. UL1741/IEEE1547, FCC Part 15 Class B. ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 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 IQ8H-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. I08SE-DS-0001-01-EN-US-2022-03-17 4Less Aluminum 4mire Efficient Design r )/Additional Mounting Options 4Metal, EPDM, P? 63!!l IMk Asphalt Roofs LI I ICC ESR 3575 I RT Serrated Hex Flange BoIVNut: 5/16-18 x 1 " RT-MINI 11 is suitable for all systems with a conventional L-Foot. 1/413 x 1 " Carriage Bolt EMT 0 ~ Extra RT-Buty|:4ea. Optional Items: 5xOOmmMounting Screw (RT2-)4-SD5-60):1OOea/Bag 5/16X25K4M Flange Bolt & Nut(RT2-04-FBN25) : 100 ea./Bag RT-Butyl is Roof Teoh`sflexible flashing used in one million residential PV systems for the last 27 years. bis the first PVnounting system with Flexible Flashing certified by the |CC. Engineered to withstand wind speeds up(o 180 mph and ground snow upto9Ops[ Engineered fO/\qTM [) 1761 (Standard Test Methods for Mechanical Fasteners inWood) TAS10OAonmetal and asphalt roof. P.E. Stamped Letters available at www.roof-tech.us/support , Offset Rafter Attachment Options 100% Waterproof QVERHANG SPAN fRFTWEFN SUPPORTS) SPAN 0.4L MAX SEE CHART BELOW w SEE CHART BELOW ' zoo r,z � � m I�1 III t0I! n 1 III 'I. I.il PV RAILS a A A 2 OR 3 PER PANEL SPACED SEEEQUALLY see CHART BELOW i, I 1 I:. I Ipl} _ - 1 I I I I ROOF TRUSSES i PANFI LENGTH Rr MNI a LANDSCAPE MODULES PLAN VIEW NOTE. OVERHANG AS PER PANEL MANUFACTURERS INSTRUCTIONS. SHOULD BE EQUAL ON BOTH SOTS OF PANELS. DESIGN LOAD CAPACITY - PSF (LANDSCAPE MODULES) UP TO 80" PANEL LENGTHS ROOF SLOOF SIPES ROOF SLOPES ROOL FS ROOF SLOPES FLAT' ROOFS UP TO 7' 8' TO 20' 21' TO LT 28 TO 95" NUMBERSPAN ANS;HORi ANCHOR ANCHOR ANCHOR ANCHOR AN 'HOE ANCHOR ANCHOR ANCHOR ANCHOR OF RAILS 'L' TYPE 'A' TYPE 'B' TYPE `A'. TYPF I ' TYPE 'A' TYPE 'B' TYPE 'ATYPE P TYPE `A'TYPE '6' 16" 230„5 1 247.8 229 b 247-2 2282 2458 227.3 245.0 225 2 243.0 24" 1549 1666 1542 1659 '52/ 1645 151.9 1638 7497 I I61.7 .52'.. 117p 1259 1165 1253 1150 1239 114.2 12.11 1120 ( 127.1 2 48" - 79 4 85 3 78 7 84 6 713 833 76.5 ( 92 5 74 3 F 80.4 64" 60 b 55,0 59 9 61.3 584 62.9 57.6 1 62,2 60.1 72" 54 S 58,2 53 6 1 57 5 52 i 562 51,3 554 49,1 5,5 1 6" 250 0 2500 2500 2S0 0 2500 1 250 0 250.0 250,0 250.0 1 250.0 24 - 209 3 225,2 208 6 1 2245 2071 I 223 1 206-3 222 4 204 1 I 220-3 32' 1580 69 57 3 169 2 itb 8 167 9 155.0 167 1 152 8 1650 48 1066 6 1059 1139 045 1126 G 1037 7118 15 109.7 64 8' U 869 80 3 863 78 8 849 750 84 1 758 82.1 72 72 4 77 7 717 771 70 3 `!,3 69 4 74 9 67 3 72.9 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL WIDTHS UP TO 40' FOR WIDER PANEL WIDTHS (47" TO 48") DETERMINE DESIGN TO AS FOLLOWS LOAD "ROM CHART X 40 DESIGN LOAD NEW PANEL WIDTH izl I s RT--MINI H ROOF TOP PV MOUNTING SYSTEM THIS PRODUCT HAS BffN DESIGNED AND 7ESCE0 TO COMPLY WITH THE Z REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE �� L� INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- _. D THIS PRODUCT APPROVAL IS FOR THE ROOF TOP PV MOUNTING SYSTEM >i AS SHOWN ON THESE APPROVED DRAWINGS. ROOF DETAILS UPL-T SLOPE, ROOF TRUSSES AND OTHER ELEMENTS � m SHALL HE DESIGNED BY A. FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE STRUCTURAL PLANS EXAMINER OF THE. CORRESPONDING � C N BUILDING DEPARTMENT. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED S:PARATELY ; 00 -c c) o AND TO BE REVIEWED BY BUILDING OFFICIAL, = O m - w o IN IN NSTALLATION OF PV PANEL ACCESSORIES SHALL BE DONE IN ACCORDANCE - A, WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE: AND THE _z - o o �" MANUFACTURER'S INSTALLATION INSTRUCTIONS.iiO I I O n o a ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS f E a AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND ROOF COVERING DESIGN IOADS SHOWN ARE BASED ON 'A LOWAULE STRESS DESIGN (ASS)'. SOLAR PANELS TO BE INSTALLED PARAU_EL TO THE ROOF SURFACE WITH A TOLERANCE OF 2 DEGREES. _. _ PV PANt_S NOT HART OF THIS APPROVAL Iml 1 FOR PANEL DETAILS CFNFRAT NOTES, COMPONENT SIZES, �>+ PANEL RAC CONNECTION TO AT MINI II AND 4)20/2021 INSTALLATION REQ'JIRE.MENTS/LIMITATIONS Iwi Sl E CORRESPONDING F,.A. APPROVAL DINGS FL #38617 Or�r A o c T 1 R eT c t RYDL t I: N l-fl ITOM rF c 1 6-Al-EL- I .. 8 NS F,1 1:ON Dvl LMFN Y,l ,I IONS., NFL I , F ,'� A-TERED ©' A NFAN". - 1 -No81221, (, SFfE sr—onsr-onc PROJFI s SHAi 9F PR PARED All A F ORIDA R IS CREO m hAGIN FR OR AR 1i1TNLT W91CH W.L BE O.NL I'll LN, E 0( IE:OR) T o c FON 11 �RO—F AND WtD 11 HE f "' ONS dLE 4�R ME -aO�ER '-- JSE Of E III I: E N I C< Nf A OI F i D - drawing ILO. 'lGi E 3 D P L N N _1 "ALL f 1 t 1�ET I -✓ PEG R G3 F z 7 IL 21-27F II HS C SH L BF T E 0 E N 1, IO 1 »N I R OF - - R Ili, !A -, AHr. I l L '�1J "' ' I_T YtL Etd%� anoot I o1 3 OVERHANG SPAN -' (BETWEEN St PPOR7S) SPAN L 0.4t MAX TEE CHART BELOW T SEE CHAR] BELOW k ago K i W W I NO(E'. OV ft.1ANG AS PER PANEL MANI.FAC, i'UREP S IhSTRUCT10N5. ) SHO.,LD BE EQUAL ON BOTH S JES OF PANELS, 1 II A I ) i , III' is i I i A I 1 r•: ! I .a rp I IF, I "V RAILS 2 OR 3 PER PANEL. �. EQUALLY SPACED SEE CHART BELOW i I j )= PANEL W DTH PORTRAIT MODULES PLAN VIEW DESIGN LOAD CAPACITY -- PEE (PORTRAIT MODULES) UP TO 68" PANEL LENGTHS --ROOF-SLOPES- lOPE:S ROOF 5LOPF.S ROOF SLOPES HOOF S FLAT ROOFS LE PO 7" d" PO 20 21" T ' 0 27" 28" TO 4� NUMBER I SPAN ANCHOR ANCHOR ANC:OR ANCHOR ANCHOR''AN„HOR ANC[lOR ANCHOR ANCHOR ANCHOR OF RAILS': 'L' ..PE 'ATYPE 'BTYPE 'A TYPE 'B' IYPE A TYPE '8' TYPE A` TYPE '13' TYPE A (TYPE 'B' 16' 137 1 147 4 136 4 146.8 7 <.S 0 1 45 4 ' 34.1 144,6 132,0 1 42-6 24" 92.8 990 92 0 99 0 90 6 97 6 89.8 96 8 ATE 94.8 32" 70 6 7S 7 69.9 75 1 68 4 73 7 67.6 72 9 65 4 70.9 - 2 48 .. _. 48 4 '.. 51,8 47 7 5' 1 46 2 49.8 _ - 45.4 c9.0 4,32 47.0 64' 31 3 39 9 36,6 39,2 35 1 37 8 34.3 37. 1 32,1 35.0 72` 33.6 35.9 32 9 35.2 31 a 33.8 30.6 33.1 28 a 31.0 16 175.5 188.7 174.8 188-1 ' 73 3 186.7 1725 185.9 170.3 183.9 24" 1183 2/2 1176 1265 '161 125' 115.3 1243- 1132 122.3 '1 32' 893 96 4 89 C 95J 87.6 943 86.7 93 6 84 6 91..5 48" 61,2 6S 6 604 64 9 59 0 63 6 1. 58.2 62,8 560 60-7 1 64 46 9 50 2 46 2 49 5--- 44 7 48,2 43 9 47 4 41 7 45.3 72" 42 ' 45 1 41 4 1 44 4 39.9 I 43 0 39 -1 42 2 36 9 40.2 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL LENGTHS UP TO 68" FOR SHORTER PANEL LENGHTS, DETERMIN;' DESIGN LOADS AS FOLLOWS LOAD FROM CHART X 68 DESIGN LOAD -- _ NIW PANEL. _ENGTH DESIGN LOAD CAPACITY -- PEE (PORTRAIT MODULES) UP TO 80" PANEL IENGTHS T ROOF SLOPF,S ROOF SLOPES ROOF SLOPES ROOF SLOPES FIAT ROOFS UP PO 7" d TO 20" 21TO 27" 28 TO 4 NUMBER SPAN ANCHORIANHOR ANCHOR : ANCHOR ANCHORIAN HOR ANCHOR ANCHOR ANCHOR ANCHOR OF RAOS 'L TYRE A !TYPE t3 TYPE A TYPE B TYPE A;IYP`[ B FYPF 'A iTYPE 'B TYPE A TYPE '8' 16-1117.2 125-9 1165 125.3 1150 1239 1142 123.1 1120 121.1 24 79.4 85.3 78,7 84.6 77 3 1 833 76 5 82.5 74.3 80,4 32 60.6 650 S9 9 64, 3 58.4 62,9 57,6 62 2 55 4 60 1 2 ' _ 48' ___ T 41,7 44.6 41 0 44.0 39 6_ -1 42 6 _-_ 38 7 41.8 36,6 39 8 -- 64 32 3 34 5 31,6 33.8 30 1- -{ 32 5 29 3 3' 7 27 1- 29 6 - 72" 29 -1 3 - 28.4 30.4 27.0 29,1 262 28.3 24.0 26.2 16" 134.1 144.1 133.4 143.5 13---.9 '42-- 131.1 ! 141.3 128.9 139.3 24 90.7 97 4 90 0 96.8 88,6 : 95.4 87,7 94,6 85 6 92 6 32" 69.0 74 1 68 3 734 669 72.0 66 0 71,3 63 9 69 2 3 48 4 7.4 50- 7 46,6 50.0 452 ' 48 7 444 47,9 42,2 45,9 64 36,5 39 0 3S 8 38.4 34 4 37,0 33,5 36,2 314 14 2 72 32,9 35 1 rt 322 34.5 30-7 33 1 299 32,3 27,8 30-3 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL LENGTHS Up To 8C" FOR SHORTER PANEL. LENGHTS (68" TO 80"), DETERMINE DESIGN LOADS AS FOLLOWS LOAD FROM CHART X 80 DESIGN LOAD NEW PANEL LENGTH 4/20/2021 FL #38617 i r Naq d f 1 � 'll z -. 0 N 7 a L,II r 0I N O aim Z! O � •' 0 0 0 0 � I I ' Ry' v' i n: I 21 y27F (sheet 2 of 3 j I �I 1 r-_.. .>... 630 EQ _. t '.ai� aEQ ., �1l, / Se' QNToe nf 7oNE MDDL_ 2 MIODLE 2.. zAAILrNAfCSERLINE L j- ... 3/8" 3937 2756 l CL y h K Vei l W > m t 5 7BOL (ZONEM 1 1" <7) \ (NO BOLT ZONE)) (NO BOLT(ZONE) - 7" MIN-, 1 O BOLL' (30MM) `„- <\ W Z fY ry / j O (NO BOLT ZONE) �J1" MIN _ ) (NO BOLT ZONE) � 969 � � Iqu�a � 9 9/ 6"± (40MM) 7 9/16"f (40MM) 2 MIN. J[S �' Z o (ALLOWABL`c BOLT ZONE) (ALLOWABLE BOLT ZONE) 063 0 �o _. w 0 - 09E �LJ 06 LJ > I „_-...— 3 S43 PV MODU_E -.. NOT PARTOF THIS APPROVAL PV MODULE RAIL - NO PART OF 1HIS APPROVAL 5/16 DIA HEX ROt7 I I I x � I i i ' — BI -YL TAP E' FASk NC/SPACER RT MINI II FAS`EN,RS ?) PER BRACKET SECTION A —A L-FOOT OR EMS NOT PART OF THIS A?PROVA, RT—MINI II 6063-T5 _ O a O U v N U c _ N O p v � U ,FoC PLYWOOD SHEATHING O 15/31' MAX. FOR FASTENER TYPE 'A' �l� x� O O p i i ell '9/32' MAX. FOP, FASTENER TYPE `Ci' N 2 3/� X'N r, l W030 BY OTHERS RT MINI II FASTENERS: (AT ROOF TRUSSES) TYPE 'A'— M5 X 60mm SS304 SELF —DRILLING SCREWS (MAX. ALLOW. TENSION = 569 mf, Max. ALLow_ SHEAR = 4o4 NU TYPE 'B'— M5 X 90mm SS304 SELF —DRILLING SCREWS (MAX. ALLOW, TENSION = 613 I6f, MAX. ALLOW- SHEAR = 470 16f) CENTERED AT WOOD TRUSSES (SG = 0.50 MIN.) ALTERNATE (� ORIENTATION o°e ,; VARIES SEE CHARTS ON SHEETS i & 2 w cS �JS 0V 4/20/2021 e� RAIL STRONGHOLD ATTACHMENT KIT SEE PAGE NH-P01 SEE PAGE NH-A04 i ""UNIRAC 1118 an 1411 BROADWAY BLVD, NE PHONE: 505,242.6411 WWWUNIRACCOM COMBO CLAMP 4:192119mil PRODUCT LINE: NXT HORIZON DRAWING TYPE: PART & ASSEMBLY DESCKI�TIfN: MODULE ASSEMBLY REVISION DATE: 9/30/2021 fi RAIL SPLICE 6 loagiommum DRAWING NOT TO SCALE ALL DIMENSIONS ARE err NOMINAL PRODUCT PROTECTED BY I'ONE OR MORE US PATENTi S LEG1L NOTICE RAIL & CLAMP CAP KIT SEE PAGE NH-A08 SEE PAGE NH-A09 PRODUCT LINE: NXT HORIZON DRAWING TYPE:! PART & ASSEMBLY DESC111 RIPTIIIII ION: REVISION DATE: 9/30/2021 L-- - - -- - - DRAWING NOT TO SCALE S S A ALL DIMENSIONS ARE NOMINAL ai II PRODUCT PROTECTED BY T ONE OR MORE US PATENTS' C L GAL NOTICE PART # TABLE DESCRIPTION CCLAMPM1 HORIZON COMBO CLAMP - MILL CCLAMPD1 NXT HORIZON COMBO CLAMP - DARK s "UNIRAC ins no = "XilitilmAlwipilmM UIAIJ-.%Il PHONE: 505.242.6411 WWW,UNIRAC:.COM PRODUCT LINE: NXT HORIZON XRAWING TY�E: PART & ASSEMBLY DESCRIPTION: COMBO Cl AMP REVISION DATE: 9/30/2021 DRAWING NOT TO SCALE� SCALE" S ARE ALL DIMEN I N AR NOMINAL Y PRODUCT PROTECTED BY T TS ONE OR MORE US PI)ATENTS' LEGAL NOTICE PART # TABLE DESCRIPTION STRONGHOLD ATT KIT COMP MILL STRONGHOLD ATT KIT COMP DRK SH'STRONGHOLD ATT COMP O 43/6to37/16 HEIGHT ADJUSTMENT 3U„ soon U N I RAC PHONE: 505.242.6411 WWW.UNIRAC.com 5/16"-18 x 2" SERRATED FLANGE HEX SCR AVULU Ut 5/1 6 f DESCRIPTION: • �i.. DRAWING •• C AI�ii V w� DIMENSIONS NOMINAL • . * • • • M PART # TABLE P/N DESCRIPTION SHCLMPM1 STRONGHOLD RAIL CLAMP MILL SHCLMPD1 STRONGHOLD RAIL CLAMP DRK '/4 or U N I RAC AC5FflfKlf V7,111767-f 177,171 PHONE: 505,242.6411 WWW.UNIRAC.COM 29/16" toll. ITTATAl 101 60TTV341 a A roi STRONGHOLD RAIL DESCRIPTION: I ,I CLAMP 5/16"-18 x 2" SERRATED FLANGE HEX SCREW - DRAWING MTO SCALE 'A L E-L 'RE ALL DIMENSIONS ARE I NOMINAL PRODUCT PROTECTED By ONE OR MORE US PATENTS TS LEGAL NOTICE PART # TABLE P/N DESCRIPTION LUGMLPEI NXT HORIZON MLPE & LUG CLAMP 1411 BROADWAY BLVD. PHONE: 505.242.6411 WWW.UNIRAC.COM 5/16"-18 x 1" SERRATED FLANGE HEX SCREW PRODUCT sDILINE: I HORIZON DRAWING PARTS ASSEMBLY DESCRIPTION: MLPE I & LUG CLAMP REVISION it IIIII DRAWINGi TO SCALE ALL DIMENSIONS ARE NOMINAL r•i� •ring r.,M i NOTICEL GAL ' PART # TABLE P/N DESCRIPTION WRMCNSD1 NXT HORIZON NS WIRE MGMT CLIP 3/8 -1 11: al .. UNIRAC PHONE: 505,242.6411 WWW,UNIRAC,COM Z, 2 3/16 • DRAWING TYPE: PARTS ASSEMBLY Tr- VESCRIPTION: .1 DRAWING NOT TO SCALE ALL DIMENSIONS ARE rrr NOMINAL NOR' LEGAL NOTICE PART # TABLE P/N DESCRIPTION WRMCLPD1 NXT HORIZON WIRE MGMT CLIP 11: al .. UNIRAC PHONE: 505,242,6411 WWW.UNIRAC.COM PRODUCT LINE: NXT HORIZON D&AWING TYPE: DESCRIPTION: WIRE MGMT CLIP REVISION DATE: 10/27/2021 DRAWING NOT TO SCALE"" ALL DIMENSIONS ARE NOMINAL .................. LEG1L NOTICE PART # TABLE P/N DESCRIPTION ENDCAPDl NXT HORIZON RL & CLMP CAP KIT 113/16" 6'1 Ir". 7 PRODUCT LINE: NXT HORIZON DESCRIPTION: RAIL & CLAMP CAP REVISION_ DATE:_, 17j DRAWING NOT TO SCALE ALL DIMENSIONS NOMINAL LEGAL NOTIC �.. PART # TABLE DESCRIPTION NXT HORIZON RAIL 84" MILL NXT HORIZON RAIL 84" DARK NXT HORIZON RAIL 168" MILL NXT HORIZON RAIL 168" DARK NXT HORIZON RAIL 208" MILL NXT HORIZON RAIL 208" DARK NXT HORIZON RAIL 246" MILL NXT H#RIZ#N RAIL 246" DARK man U N I RAC on 1� PHONE: 505,242,6411 WWW.UNIRAC,COM I 11V16" 13/81, 1 PRODUCT LINE: NXT HORIZON DRAWING TYPE: PART DETAIL #ESCKIPTJ-#N: RAIL REVISION DATE: 9/13/2021 Re DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY—, ONE OR MORE US PATENTS LEGAL NOTICE\} PART # TABLE DESCRIPTION 'NX� HORIZON RAIL SPLICE ou'UNIRAC was an PHONE: 505.242.6411 4X-5/16-18x5/8" HEX FLANGE SCREW - TYPE F PRODUCT LINE: NXT HORIZON !,DRAWING TYPE:; PART DETAIL DESCRIPTION: RAIL SPLICE REVISION DATE: 9/22/2021 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL 4E PRODUCT PROTECTED By ONE OR MORE US PATENTS LEGAL NOTICE Enphase�etworking �� �� ������ ������ mw �������� �� ��� �� �=° �� Combiner 0�� ����uwm��mmo��w �� LISTED Tolearn more about Enphaseofferings, visit enphame.omrn ThOEnpha0e\Q C 0)mnbiner3"wi1hEn�has, e }O�nvoy'~oon�OUU@�esint�rConn��t|On �qu/pnnentin�oasing|cenC|oour��nd �tneorn|/�eS PVinSt8U�tiUnS by pn]v/dmg @ ConS/St�n1. p��vvir�d SO|u�/On fOr res|d�nd�|a�p|ioet(ons|toffer�up1o[our inpuio�rouits Eaton BR series buSb@raSS8nn�|y Smart ' Includes QEnvoy for cmrr-nunioadon and control ^ Flexible networking supports vYiFi. Ethernet, orcellular ' Optional ACreceptacle available for PLC bridge ' Provides pmduct|onmetering and optional consumption monitoring ' Reduced size from, previous combiner ' Centered mounting brackets mvpportsingle oodmount|ng ^ Supports back and side conduuentry 'Uprnfour 2'po|ebranch circuits 'or 24DVAC p|ug'|n breakers (r!o', mo|udcd) ' 8oxtotal Pvo,storage branch circuits ' Durable NnTL.certified wsMA type 3Rendosure ' Five year wnnwmy UL listed �������U����� �����'�« ,*��~��� Enphase IQ Combiner 3 VHXftR1Pz29vW= IQ Comb�jner 3 X-IQ-Arbil-240-3 IQ Combiner 3 with Enphase IQ Envoy' printed circurt board for integrated revenue grade PV production metering (ANSI C 12,20 +/- 0,5%) and optional* conSUMPti0r) monitoring (+/- 2,5V ACCESSORIES and REPLACEMENT PARTS (not included order separately) Enphase, Mobile Connect CELLMODEM-03 (4G / 12-year data plan) PlUg and play industrial grade cellular madern with data plan for systems up to 60 CELLMODEM-01 (3G / 5-year data plan) rnicroinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the, US Virgin Islands, CiE11_MODEM-Mi (4G based LTE-M / 5-year data Dian) where there is adequate cellular service in the installation area.) COoSUM,ction Moriitorm.gl CT -200 SPLIT Split core current trarisfornners enable whole horse consumption metenrig Circuit Breakers Supports Eaton BR210, BR215, BR220. BR230, BR240, BR250, and BR260 circuit breakers. BRK-10,4-2 240 Crcuit breaker, 2 pole, 1GIA, Eaton 6R210 BRK-I5A-2-240 Circuit' reaker, 2 pole, 15A, Eaton 3R215 BRK-20A-2P-240 Cicuit b,eake,, 2 pals, 20AjEaton BR220 EPLC-0 I Povier Iwecarr,er (comomjr-ication oridga p3ir", q1,11a,,lily 2 XA-Pl-UG-120 -3 Accessory receptacle for Power Line Carrier in 10 Cornbiner 3 (required for EPL.C-0111 X,6a-ENV PCBA-3 Replaoeme,)Q r.-rjVoV printed circt.it lb;aid PCB! for Coma me" 3 ELECTRICAL SPECIFlCATIONS Rating Continuous duty System Voltage 120/240 VAC '30 Hiz Eaton BR series 11-isbar rating 125 A Max, conuinuous cui rent rating (output to gi id) 05A Max, fllse/circuit rating (Output) 90 A C 8i jr1ch ci n u is ,soll3 and �or sloragej Up to fm,r 2-pole Lator BR senes D!str,buted Generahon(DG) breakers only mot, inciuded) Max. ccrifinuous current rafing (input friern IDA) 64A Max x �a :a I t) h c i r C .3 i T b r ea k or r a t i r g (i n pu BOA Ydismbuted generation , (10A v„th !Q vovb,eaker incruded Production Metering C-T 200 A solid core pre -installed and wired to IQ Envoy MECHANICAL DATA Dimensions (1`xHxD) 49.5 x 37.5 x 16 8 cm (19 5' x 14.75' x 6.63"). Height is 21.06" (53.5 cni with mounting brackets). Werght 7 ri kg (16, 5 1 b s) Ambrent ternperalure range -40G C to ­16' C -4 0' to 1150 1 Cooling Natural convec-,ion, plus neat shield Enclosure erwimni-nental rating Outdoor, NRTL7certified, NEMA type 3R, palycarbonate constmcgon Vj,re a zes 215 A to 50 A neaKer 14 to 4 A010 coi:;,per con&_,ctos 60 A bre_ake! branch r)cjT 4 to 1 /0AVJG copper conatictors M3in lug cornb,ned outpu,, 1,01 to 2/0 A`tVG --o ' s, oper conducror Neuti al ,and ground 14 to I C coppe- conductor., Aloha vs 'ol'o,,,N local code recwrernen's for ­,ondur-toF S,Z,ng, Attitude To 2000 meters (6,560 feet) INTER ET CONNECTION OPTIONS Inteorated Wi-Fi 802111big/n Eliemet Optional, 802,3, CatSE (or C'st 6) UTP Ethernet cable (not included) Ce.11LIar Ciptional, CEI-LMODEM-01 (3G) or CELLMODEM-03 14G) or CELLMODEM-MI (4G based JEW) I Inot, inclueled) COMPLIANCE Con-Viance Combiner Ut- 1741 CANiCSA C92.2 No, 1071 47 CFR, Part'15, Class B, ICES 003 Production metering: ANSI C12,20 accuracy cIass 0,5 PV production) Compiiance IQ Envr)y U 501- 01 CA N CS-1 22 2 Ni 6 10 10-1 , I-, 015IE i i r h as e S -L,0 a g e stenis S y r s. ­WMPTK)n omio mnng �s eqwred for I T 0 learn more abOUt EnPhase offeriligs, visit enphase.corn !=ENPHASE SYSTEM INFORMATION MODULE HANWHA Q.PEAK DUO BLK ML-G10+400 INVERTER ENPHASE IQ8PLUS-72-2-US RACKING ROOFTECH RT-MINI II W/ UNIRAC NXT HORIZON 2-RAIL RACKING SYSTEM SYSTEM SIZE (DC) 8.8 KW LOCATION 28.2709984,-82.1803493 THIS PV SYSTEM HASDESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING AND OTHER STRUCTURES OF ASCE 7-16, 7TH EDITION2020 FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 FLORIDA BUILDING CODE, 7TH EDITION 2020 FLORIDA FIRE PREVENTION CODE, NEC 2017 AND ALL LOCAL CODES & OR ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE SOLAR EQUIPMENT. � # � # .• � r t # � r ra•. # r ALL DESIGN, CALCULATIONS ARE PERFORMED BY DANIEL DUNZIK REGISTERED ARCHITECT. FLORIDA STATE STATUTE 471.003(3) PROVIDES THAT LICENSED ARCHITECTS ARE EXEMPTED FROM THE PROVISIONS OF CHAPTER 471 ENGINEERING AND NOT PRECLUDED FROM PERFORMING ENGINEERING SERVICES FOR INTEGRATED SYSTEMS AND SERVICES THAT ARE INCIDENTAL TO BUILDINGS AND STRUCTURES. # � r • :, r • i •r FSEC CERTIFICATION , STATEMENT: PER . # . A. MAKAR PE# 86753, CERTIFICATEOF AUTHORIZATIONi#♦ AN ENGINEERLICENSED PURSUANT O CHAPTER DESIGNED471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE AND APPROVED USING THE STANDARDSCONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) SPEED (MPH) 140 TOPOGRAPHIC EFFECTS B SPECIAL WIND REGION NO WIND BORNE DEBRIS ZONE 2 SEISMIC DESIGN CATEGORY C CLIMATE ZONE 2A WIND EXPOSURE CATEGORY B FBC, RESIDENTIAL 2020 TABLE R301,2. 1.3 j I WIND SPEED L_mONEICa 01 [15 120130 1401150 160 "170 180,190 200 vu aj 85 89 (, 93 101 108111161124 132 1,39114711551 For SI; IL mile per hour = 0.447 m/s. a. Linear interpolation Is permitted. FNANWHA Q.PEAK DUO B! 400 WATT MODULE i D PLAN KEY PV-1 COVER PAGE PV-1.1 ATTACHMENT DETAIL PV-1.2 ATTACHMENT DETAIL PV-2 ROOF LAYOUT PV-3 ELECTRICAL PV-3.1 ELECTRICAL CONT. PV-3.2 EQUIPMENT LABELS BILL OF MATERIALS MODULES 22 INVERTERS 22 L-FOOT ATTACHMENT W/ RT-MINI 54 171" RAILS 10 SKIRTS ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 35A FUSES 2 35A BACKFEED BREAKER 1 momentum SOLAR PRO CUSTOM SOLAR LLC U.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N7 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN IFEIIIIED SOLAR CONTRACTOR LICENSE NUMBER. CVC5703E MOMENTUM SOLAR 5738 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 DIPMATTIE HINSON - MS132447 7816 BROAD POlNTE DRIVE ZEPHYRHILLS, FL 33540 (813) 410-5698 SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BILK M L-G 10+ 400 22 INVERTERS: ENPHASE IQ8PLUS-72-2-US INITIAL DATE: 8/15/2023 DESIGNER: FT REV: '.DATE: DESIGNER: REV: DATE: DESIGNER: PART # TABLE P/N DESCRIPTION f s�: • # XT HORIZON RAIL 8 DARK NXT HORIZON RAIL 168" DARK NXT HORIZON RAIL 208" MILL #.• HORIZON '{ is DARK���-NXT HORIZON RAIL 246" DARK any RAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW. UNIRAC.COM 17/6„ 13/4" PRODUCT LINE: NX7 * HORIZON 1 y TYPE: III PART DETAIL DESCRIPTION: RAIL 4GTH DRAWING # TO SCALE ALL DIMENSIONS ARE NOMINALLEGAL # NOTICE PART # TABLE P/N DESCRIPTION LENGTH RLSPLCM1 NXT HORIZON RAIL SPLICE 10" O 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM 4X - 5/16"-18 x 5/8" HEX FLANGE SCREW - TYPE F PRO HORIZON DRAWING .s A .. PART DETAIL # • RAIL SPLICE REVISION # # k 9/22/2021 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL • NOTICELEGAL momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM R ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL.32819 DIPMATTIE HINSON 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL ,0 # 6•. SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BLK M L-G 10+ 400 22 INVERTERS: ENPHASE IQ8PLUS-72-2-US PR03ECTINFORMATION INITIAL DATE: 8/15/2023 1 DESIGNER: FT REV: DATE: DESIGNER: REV: DATE: DESIGNER: F 630 4ft I ELI, EQT E' RA.'_ CENTERUNE I i RAi� - CENIERLINE Zca ALLOWABLE ZONE 7 Ai Q LLWABLE ZONE MIDDLE 2 e" M,10D� E 2,5" z 14 < ep Cf 3/F" 3 937 2 756 L 0 0 L, > N LU w 0 COY L 0, 3/16-± (30vw) 1 3/16-± (30MVI) 1 3/16-� (30MV) 1 3/16-± (30VV) La (NO BOLT ZONE) —1" MIN,— (NO BOLT ZONE) (NO BOLT ZONE) (NO BOLT ZONE) 1— 2" MIN. 1 9/76"± (40VM) 1 9/16-± (40M.M) 2" MIN. 323 w z 'A (ALLOWABLE BOLT ZONE) (ALLOWABLE BOLT ZONE) 063 < Z 090 3,543 ut ' I 1 RT—MINI Ef z Pv MODULE 6063—T5 NOT PART OF THIS APPROVAL > I D-1 Pr MODULE RAIL NO 0,F PART TH'IS APPROVAL cL '2 C ALTERNATE ORIENTATION 5/16" DIA, HEY BOLT n L—FOOT OR EMC to NOT PART OF THIS APPROVAL cQ, F E_ — m. I PLYWOOD SHEATHINO 0 15/32" MAX. FOP, FASTENER TYPE 'A 00 'N C, t9/32" MAX.FOR FASTENER TYPE -8 - — — — — — — — — - ID 2 VARIES BUTYL TAPE SEE T C FLASIONG/SPACER eN ON SHEETS I & 2 2 V j RT—MfNi It I FASTENER$ I Woo" PRIU S (2' PER BRACKET BY OTHERS c 4/20/2021 SECTION A —A 0 RT—MINI 11 FASTENERS: (AT ROOF TRUSSES) No. B1223 TYPE W— M5 X 60mm SS304 SELF —DRILLING SCREWS (MAX ALLOW. TENSION = 569 Ibf, MAX ALLOW. SHEAR = 404 lbf) 5 TYPE '8'— M5 X 90mm SS304 SELF —DRILLING SCREWS (MAX. ALLOW, TENSION = 613 Ibf, MAX. ALLOW. SHEAR = 470 lbf) draw lg no. CENTERED AT WOOD TRUSSES (SG 0.50 MIN.) 21 —27F FL #38617 c-f— (r,Q)RO, I momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NO 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 DIPMATTIE HINSON - MS132447 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL 33540 (813) 410-5698 SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BLK ML-G10+ 400 22 INVERTERS: ENPHASE IQ8PLUS-72-2-US I INITIAL I DATE: 8/1S/2023 I DESIGNER: FT I I REV: I DATE: I DESIGNER: I I REV: I DATE: I DESIGNER: I SCALE: 1/8" = V-0" RAFTER SPACING 24" O.C. (TYR) ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN (ROOF AREA 1/2/3) PORTRAIT MAX SPAN (ROOF AREA 1/2/3) LANDSCAPE MAX CANTILEVER PORTRAIT MAX CANTILEVER Rl 4 21' 180' 100% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 R2 2 21' 270' 100% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 R3 5 21' 0. 100% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 R4 11 21' 90, 100% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 LLI LIU UL NOTE: , ROOF COVERING MATERIAL 1 I _'S COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE, 1 2. REFER TO LAYOUT DETAIL DRAWING PV- 3 FOR ALL ROOFTOP DIMENSIONS, IRE SETBACK t6",18" VENTILATION, SOLAR INSTALLER NOTES: R2 & R4 HAVE HORIZONTAL RAFTERS momentum SOLAIR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING TOTAL SQUARE FOOTAGE OF ROOF: 1974.39001464843 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:464.66 SQFT SOLAR CONTRACTOR CAMERON CHRISTENSEN PERCENTAGE OF SOLAR ROOF COVERAGE: 23.54% CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO . 319 AL28 18" RIDGE SETBACK SHALL BE REQUIRED SYMBOL LEGEND DIPMATTIE HINSON - MS132447 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL 33540 (813) 410-5698 E MAIN SERVICE PANEL E_y� CHIMNEY PV SYSTEM INFORMATION ElSUB -PANEL Z_ SKYLIGHT SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BLK M L-G 10+ 400 22 INVERTERS: ENPHASE UTILITY METER r-77, LS'll VENT IQ8PLUS-72-2-US 1 AC 1 DISC AC DISCONNECT U I ILI I Y DISCONNECT LOAD CENTER NEMA 3R BOX W/ ENVOY-S COMBINER BOX MODULE 0 C f PIPE VENT FAN SATELLITE DISH FIRE SETBACKS MIN 3'x 3' GROUND ACCESS POINT PITCH DIRECTION uc LC PROJECT INFORMATION INITIAL DATE: 8/15/2023 DESIGNER: FT REV: DATE: DESIGNER: El REV: DATE: DESIGNER: ROOF LAYOUT 0% W IN PRESSURE ZONE LINES. REFER TO PV-22 FOR ADDITIONAL INFO . PVMODULE RATINGS MODULE MAKE HANWHA MODEL Q.PEAK DUO BLK MAX POWER 40OW OPEN CIRCUIT VOLTAGE 45.3V SHORT CIRCUIT CURRENT 11.14A NUMBER OF MODULES 22 UL1703 COMPLIANT YES INVERTER RATINGS VOLTAGE DROP CALCULATIONS FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE INVERTER MAKE ENPHASE us mIQ8PLUS-72-2- WIRE RUN VMP imp R L (FT) V, V, WIRE SIZE omentum MODEL MAX OUTPUT POWER 290W OPEN DC VOLTAGE 60V ]-BOX TO LOAD CENTER 240,00 NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC DISCONNECT 240.00 MAX AC CURRENT 1.21A AC DISCONNECT TO INTERCONNECTION 240.00 CEC INVERTER EFFICIENCY 97% NUMBER OF INVERTERS 22 __LLIT1703 COMPLIANT YES SUB PANEL # OF MODULES PV BREAKER THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 BREAKER SIZE UP TO 16 20A FLORIDA BUILDING CODE AND THE u0z/NATIONAL ELECTRICAL CODE PRO CUSTOM SOLAR L.LC D.B.A. MOMENTUM SOLAR ENGINEERING 33. 27S=0,778 10.00 0.518 0.22% 08 AWG — FSEC CERTIFICATION STATEMENT: PER FL. STATUE l MINA MAKARP�#8�753 x' 22HANVVHA[lPEAKDUO BLKK8L��1O+4O04OOVV��ODULESPAIRED VV|TH � ,' ' A. 'go CERTIFICATE OFAUTHORIZATION #3]404,ANENGINEER 22ENPHA3E|Q8PLU5'72'2'US MICRO -INVERTERS LICENSED PURSUANT TOCHAPTER 471,CERTlFYTHAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE - DESIGNED AND APPROVED USING THE STANDARDS CONTAINED � ~/. lNTHE MOST RECENT VERSION OFTHE FLORIDA BUILDING It CODE, FD[2O20 - BRANCH CIRCUIT A 11M|[RO-|NVERTER5 EXISTING SQUARE D - BRANCH CIRCUIT B UTILITY ZOOASUB PANEL 240V � 10 1lK8|[RD-|NVERTER5 METER~ ^�^ | | | | | | GRID ' | ~mm� =-�y se��\» Wire Tag 1 Conduit I Wire Qty -7 AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC 77 DISCONNECT 7 _A�GR( JUNCTION (MANUFACTURER 3SA FUSES -GROUND ENVOY) EXTERIOR MAIN INSTALLED ON 20A BREAKER (A) DISCONNECT END OF CABLE 20A BREAKER (B) ISOA BREAKER Wire Temp. Wire Temp. Conduit Derated Inverter NEC I Design Ground Ground Wire Wire Type 7 Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) Size i Type 0,8 -------------------------- CERFIFI�D SOLAR CONTRACTOR LICENSE NUMBER CVC5Y036 MOMENTUM SOLAR CUSTOMER INFORMATION 7816 BROAD POINTE DRIVE PV SYSTEM INFORMATION SYSTEM SIZE (D[):O.8mW 2ZMODULES: HANVVHAQLPEAKDUO BLK ML-G10+ 40 22INVERTERS: ENPHASE |Q8PLUS'72'2'US PROJECT INFORMATION INITIAL DATE: 8/25/2023 DESIGNER: FT REV: DATE: DESIGNER: REV: DATE: DESIGNER: THREE LINE DIAGRAM NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. s 1. ALL CALCULATIONS FOR VOC,LHAVE BEEN CALCULATED USING THE MANUFACTURED L. L # • COEFFICIENTS.BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE 2THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250. 1 20 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING•6 BARE COPPEROR 8 OPP 3. THIS SYSTEM COMPLIES WITH NEC 2017 INVERTER7. •C (NOMINAL O OBTAINED FROM EQUIPMENTDATASHEET 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING ENERGIZED IN THE OPEN POSITION> SHOCKELECTRIC HAZARD ! NOT ! 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 AEC 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. 22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26. • ! •• • 1 # LIII I L • • 24. CONDUCTORS E.# ! TO WET LOCATIONS SHALL BE SUIt• FOR USE IN WET LOCATIONS PER NEC ARTICLE 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(A)(2). 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.E - NO DC DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED. 28. CONDUCTORS IN CONDUIT AREL CONDUCTORS . L D NOT PV SOURCE690.6. 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 1. NO TERMINALS SHALL! IN THE OPEN POSITION !D SYSTEM 690.13, 690.15, • • 1 • 31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY WITH 705.12(A) OR 705.12(B) MAKE MODEL VOLTAGE CONDUCTOR CONDUCTOR RATING RANGE MAIN RANGE TAP ILSCO IPC 4006 600 V 4/0-4 AWG 6-14 AWG ILSCO IPC 4020 600 V 4/0-2 AWG 2/0-6 AWG INSTRUCTIONS FOR LINE TAPS FIGURE 1: 1. ADJUST THE CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF THE FIRST INSULATED LAY FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE SPANNER. 6. SCREW THE NUT CONTINUALLY UNTIL THE TOP PART IS CRACKED AND DROPPED DOWN momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N7 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING 11ts€tt r� r'a rt`h 7 5 P40 RID', 1 °` m"'O, CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR I..ICENSF NUMBER. CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO EL. 32819 DIPMATTIE HINSON - MS132447 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL 33540 (8131410-5698 SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BLK M L-G 10+ 400 22 INVERTERS: ENPHASE IQ8PLUS-72-2-US I INITIAL I DATE: 8/15/2023 1 DESIGNER: FT I I REV: IDATE: IDESIGNER: I IREV: IDATE: IDESIGNER: I ALL WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH NEC ARTICLE 110.21(B), LABEL WARNINGS SHALL ADEQUATELY WARN OF THE HAZARD. LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT, AND LABELS REQUIRED SHALL BE SUITABLE FOR THE ENVIRONMENT. TAG LABEL QUANTITY LOCATION NOTE EXAMPLES 1 AT EVERY SEPARATION BY (A) 'N ACA12 AC CONDUITS ENCLOSURES / WALLS / lusTluPARTITIONS / CEILINGS / FLOORS AC SOLAR VOLTAGE OR NO MORE THAN 10' I 1 I COMBINER BOX 11 AT ANY COMBINER BOX © ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND 1 JUNCTION BOX 1 AT ANY JUNCTION BOX LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION RATED AC OUTPUT CURRENT NOMINAL OPERATING 240 Z/ AC VOLTAGE mi POWER TO THIS SERVICE IS ALSO SUPPLIED FROM ON -SITE SOLAR GENERATION AC SYSTEM DISCONNECT ®' SHOCK ELECTRICAL x a RD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 1 OF EACH AT FUSED AC DISCONNECT 1 AC DISCONNECT COMPLETE VOLTAGE AND (RSO SWITCH CURRENT VALUES ON DISCONNECT LABEL DUAL POWER SUPPLY ( 1 UTILITY METER SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN S.1TC1 TO TIE TIE POSITION TO SHUT DOWN ENTIRE PV SYSTEN. POWER SOURCE OUTPUT CONNECT DO NOT RELOCATE THIS OVERCURR DEVICE rel DUAL POWER SUPPLY SECOND SOURCE IS PHOTOVOLTAIC SYSTEM 1 INTERCONNECTION POINT 1 AT UTILITY METER AND ONE DIRECTORY PLACARD 1 OF EACH AT BUILDING INTERCONNECTION POINT AND ONE DIRECTORY PLACARD 1 BACKFEED PANEL 1 I AC CURRENT PV I( MODULES N N ©�� momentum SOLAR PRO CUSTOM SOLAR L LC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING All aI� v i F NNE '•Re fit• `�1t�4I�stL° CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL, 32819 CUSTOMER INFORMATION DIPMATTIE HINSON - MS132447 7816 BROAD POINTE DRIVE ZEPHYRHILLS, FL 33540 (813) 410-5698 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 8.8 KW 22 MODULES: HANWHA Q.PEAK DUO BLK M L-G 10+ 400 22 INVERTERS: ENPHASE IQ8PLUS-72-2-US INITIAL DATE: 8/15/2023 DESIGNER: FT REV: DATE: DESIGNER: REV: DATE: DESIGNER: EQUIPMENT LABELS ■ z.