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HomeMy WebLinkAbout21-1411 Q City of Zephyrhills PERMIT NUMBER - 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001411-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/25/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 12 26 21 0280 00000 0400 5315 King Street Owner Information Permit Information Contractor Information Name: DOLORES ROJOS Permit Type:Electric Service ReplacemenUM Contractor: SOLAR ENERGY WORLD Class of Work:Add/Alter Residential LLC Address: 5315 King St Building Valuation:$26,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$1.00 Phone: (813)535-9329 Mechanical Valuation: j Plumbing Valuation: Total Valuation:,$26,001.00 ,/[J Total Fees:$322.50 Amount Paid:$322.50 Date Paid:2/25/2021 1:50:42PM Project Description INSTALLATION ROOF MOUNT SOLAR W/45 AMP ELECTRIC Application Fees Electrical Plan Review Fee $22.50 Building Permit Fee $170.00 Plan Review Fee $85.00 Electrical Permit Fee $45.00 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. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER %.Iry or cepnymtus rermit/-\ppucation rax-tsi3aso-uoz1 Building Department Date Received / Phone Contact for Permitting 13 5 " aaaaaaaa aacaa �( q Owner's Name Do loves pocz r`r r as Owner Phone Number "30 I-C13 -I Owner's Address 5315 Y l in Owner Phone Number Fee Simple Titleholder Name Owner Phone Number / Fee Simple �-c Titleholder Address �— r JOB ADDRESS 5315 K(n - A-•' v' Y A l s T L 3354 1 LOT# SUBDIVISION16"Virplel PARCEL ID# 12-2(0-2.1"b zo- 00o�.0-C)00 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH e INSTALL 8 REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME = STEEL = ns aW( T 5o1Ctr S; 5 Mi it riff rS S DESCRIPTION OF WORK OJ.� ,YOO M 11J'� tr, a r BUILDING SIZE SQ FOOTAGE HEIGHT T -rrt rrr1[-c-c T .IL =BUILDING $�/„I Q' VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SER I� � C _ PROGRESS ENERGY Q .�W,.,R..�E.C. g Glr J� l DuCy UU =PLUMBING $ ! ` al p{ ` DIP �VJ .=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r` 66 =GAS = ROOFING Ej "'SPECIALTY = OTHER ff w FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO v� BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address t L,ic�ensse# ELECTRICIAN �L f COMPANY l���a� G• �0(�l L L� \ SIGNATURE REGISTERED (� Y/N. FEE CURREN I r�Y/N v Address (} 360 j l License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N 'FEE CURREN L Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# -/ OTHER f' ^�i7 F COMPANY too rl jLLQ SIGNATURE (��/// REGISTERED p Y/N F E CURREN I Y/N Address l � / License# VC570 q ialiiil[.1aa11.1a1 k a.1aaaIaiaiililfi.tl-il.iailli■[1.ia_aa'ali111il1ii:iilall�al 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. Dlrecti=: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attomey(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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW ConAo& EwtcLi I , 0.Aan rcwJ2 eSOJ��e��5 yl c)�rlr.�. COv►�1 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department "v Y NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) — ! OWNER OR AGENT f%>wy CONTRACTOR Z / 2 / ` d swor�to-(or (firmed)before me this S ed and swo (or a ed) re a this I by �InQS favrlldadG / a by n1l 4 n 1 slare�ppemon IIy known to me or has/have produced + rp personaljl nown tom or as/have produced 1 EY(S �ICPIt� as identification. 1c�T I V�I Lt alfn1 -C as ident ficaton. Notary Public Notary Public Commission No. 1� 5O 1�1Commission No. � 7 Name of Notary typed,printed or stamped Name o Notary typed,printed or stamped d"•, ALICE ANDRADE ,,,;Iron., ALICE ANDRADE ,.� ®, a 41, Notary Public-State of Florida ;=o �,-:Notary Public-State of Florida Commission # GG 945509 ? o Commission#GG 945509 My Commission Expires My Commission Expires % of" �� January 08, 2024 ''��ni��``� January 08, 2024 nmu INSTR#2021011303 OR BK 1 0260 PG 2778 Page 1 of 1 01/20/2021 09:34 AM Rcpt:2250558 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq., Pasco County Clerk&Comptroller Permit No. Parcel ID No 1 2- GfP-21-Q G 8Q-000W-Q* 0 I� 1 NOTICE OF COMMENCEMENT State of } 6,i dix County of PaSC0 THE UNDERSIGNED hereby ohms notice that truprovement will be made to certain real properly,end In accordance with Chepter713,Florida Sfames, the following Information Is prodded In Cols Notice of Cammencement 1. Description of Properly.Parcel Identification No. ' Stree[PAdress: 2. General Description of Improvement / 3. Owner Information or Lessee Information Ifthe Lessee contrauled forthe frrprovement: ]�atarrlc 1�. �.01CXS r Name �,�! dress City state IrderestinProperly. tin Name of Fee Simple Titleholder. N1Ig (If ddtererd from Owner listed above) Address City State 4. Contractor. Y Y Al VP e Addren �-f city r Statel {�. Contractor's Telephone No.: 14�i, 1 1+ 5. Surely. ���FT (�1� NIVA Address city 1►nt state Amount of Bond: S VT Telephone No.: N e. Lender If-1 Name t l InNIVI Address City State I,�Lender's Telephone No.: �q 7. Persons within the State of Florida designated by the owner upon whom notices or other documents aray be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City t�,d State Telephone Number of Designated Person: 8. In addition torah 1 the owner designates of_ �1 V to receive a copy of the Uenots Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Emily Designated by Owner: 8. Erp1mtIon date of Notice or Commencement(the e*mUon date may not be before the completion of construction and feel payment to the contractor,but will be one yaarftm the date of recording unless a dfferent date Is specfied): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1, SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penetiy of perJury,1 doduaa that I have road the foregoing notice of eomrnencement and that the facts staled lherelo are We to the best of my WuowAedge end belief. STATE OF nr,a, ALICE ANDRADE 7 COUNTY ?�i %=Notary PubUc-State of Florida or Lessee,orOwnaesorLessedsAuthorlttd •= Commission M GO 846608 edorlpaMedMlanager 1111`,���� My Commission Expires Od '��`"' January Oe,2024 I ato s Title/OtBce The foregoing hrstr rnent was adorow ledged Wore me this e[ day AUMAJ 24L by lv=- a as (type of authority,e.g.,otticer,hTales.allmM In fad)for Lt✓ (creme of n bah f of wboninstrumaut was executed). Peraonayy Known❑JYR Produced Identi icatiyr Notary Signature Type of Identification Produced Name(Print) IDJ wpdatalbcs/noUmmmmenwmerd,pcali3048 1 I JAMIES A. CLANCY PROFESSIONAL ENGINEER 601 ASBUI RY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX. (856) 358-1511 Construction Code Office Date: January 13,2021 Re: Structural Roof Certification Subj: Rojas Residence,5315 King St.,Zephyrhills,FL 33542 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence to be of wood frame constriction bearing walls with a truss framed roof system. The roofs are of 2x4 @ 24" o.c. truss and is sheathed with 1/2" ext-ply sheathing and a single layer of asphalt shingle roofing. The wood framed roof stricture bears directly upon the framed exterior wall system. The wood framed roof structure bears directly upon the framed exterior wall system. The existing members meet FRC- 2017 and IRC-2017 design span ratings with sufficient capacity to carry the 4#/sf additional load imposed by the proposed solar array per the details below. Per FL stature 377.705 (revised 7/1/2017).I, James A Clancy PE#64848 licensed pursuant to chapter 471, certify that the PV electrical system and electrical components are designed using the standards contained in the most recent version of the Florida Building Code. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters or purlins below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters/trusses with Stainless Steel fasteners. Rail attachment to roof shall be fastened 24"o.c. at corners and 48"o.c. through the field. Rails are to be placed at 24-48"o.c.'on the roof. Solar panel mounting systems installed parallel to the plane of a roof shall be no more than 12"above the roof when measured perpendicular to the roof surface. When installed per the above specifications the system shall meet the required 140 MPH wind load and 0 PSF ground snow load requirements. Should you have any further questions or comments please feel free to contact our office. Respectfully, I I I I I '\\ S A-.C.0 James A. Clancy Professional Engineer FL License#64848 �Q STATE OF �(/\ -..Pt ORID. .•" OdVAL llll{11� - JAMES A . CLANCY PROFESSIONAL ESSIONAL ENGINEER 601 ASBURY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX: (856) 358-1511 Construction Code Office Date: January 13,2021 Re: Structural Roof Certification Subj: Rojas Residence,5315 King St.,Zephyrhills,FL 33542 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We-have found the residence to be of wood frame construction bearing walls with a truss framed roof system. The.roofs are of 2x4 @ 24" o.c. truss and is sheathed with 1/2" ext-ply sheathing and a single layer of asphalt shingle roofing. The wood framed roof structure bears directly upon the framed exterior wall system. The wood framed roof structure bears directly upon the framed exterior wall system. The existing members meet FRC- 2017 and IRC-2017 design span ratings with sufficient capacity to carry the 4#/sf additional load imposed by the proposed solar array per the details below. Per FL stature 377.705 (revised 7/1/2017)1, James A Clancy PE#64848 licensed pursuant to.chapter 471, certify that the PV electrical system and electrical components are designed using the standards contained,in the most recent version of the Florida Building Code. Installation of solar rack systems shall betas follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters or purlins below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters/trusses with Stainless Steel fasteners. Rail attachment to roof shall be fastened 24"o.c. at corners and 48 o.c.through the field. Rails are to be placed at 24-48"o.c. on the roof. Solar panel mounting systems installed parallel to the plane of a roof shall be no more than 12" above the roof when measured perpendicular to the roof surface. When installed per the above specifications the system shall meet the required 140 MPH wind load and 0 PSF ground snow load requirements. Should you have any further questions or comments please feel free to contact our office. Respectfully, ```,t t t 1 1►►11-1��� James A. Clancy `���� �5 14. LgA!���l� i �� �.•'V1G S�' . �- is Professional Engineer FL License#64848 . 6 - - tt �Q STATE OF �� '•�1OR11D ' 3iS��NAi: - ��11/{iilll��� powered by 0 AK D 0 B -G5 300' 32 QE E U' Q.ANTUM SOLAR MODULE The new:Q.PE'AK'DUO BLK=G5 solar modlule from Q CELLS impresses with its outstanding .Visual appearance and particularly high petfo.rmance on a:small'surface.thanks to the innovative Q.ANTU.M DUO Technology:.: QoANTUM's'•wolrld4bcord-holding cell concept has now been Combined with state=of-the=art .circuitry half cells :and a six-busbar design, thus.- ..achieving outstanding performance-under real conditions both.with low=intensity solar radiation as-well as on hot, :clear summer days: . 0 ANTUM TECHNOLOGY`LOW LEVEL12ED,COST OF ELECTRICITY Higher yield per'surface area, lower BOS costs,higher power . classes, and,an.efficiency rate-of-up to,19:3'/0: i LOGYINNOVATIVE ALL-WEATHERWEATHER TECHNO . Optimal yields,whatever the weather.with excel leht'low=l ight and temperature behavior: ENDURING HIGH PERFORMANCE 111. Long-term yield security with Anti LID.Technology, ., . QCELL Anti PID. rechnology1; Hot-Spot.Protect and Traceable QualityTra.QT"^. _TOPBwwoPV. EXTREME WEATHER RATING 2018 High-tech aluminum-alloy frame,certified for high snow. , (5400Pa) and,wind.loads(4000.Pa)regarding]EQ " A'RELIABLE INVESTMENT Inclusive 12- ar - . -ye ryear p oduct,wra y and25 ouai;q Test linear'performance guarantee2: as STATE OF THE ART MODULE TECHNOLOGY. . ID.40032587'. Q.ANTUM DUO combines cutting edge cell..separation and innovative,Wiriri with Q.ANTUM,Technology. g ''APT test.conditions according to, IE&S 62804-1:2015, method B(-1500V,168h) ? See data sheet on rear for further THE,IDEAL SOLUTION FOR information: Rooftop arrays on residential buildings _ Engineered in Germany. OCELLS MECHANICAL 1 Format 66.3 in x 39.4in x 1.26 in(including.frame) r•'sro (1685mm x 1000mm x 32mm) Weight 41.2lbs(18.7kg) +" + . - _ a.enwarcwero•o.nrlte,m,n ��!.wG , Front Cover 0;13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technologykm- Baek Cover Composite film nai•ce,ww Frame Black anodized aluminum Cell 6 x 20 monocrystalline Q:ANTUM solar half-cells, °^, )unction box 2:76-3:35in x 1.97-2.76in x 0.51-0.83in. (70-85mm x50-70mm z 13-21 mm),decentralized;IP67 o•0on"4 Cable 4mm2"Solar cable;(+)e43.3in(1100mm),(-)a43.3in(1100mm) 126- H. . Connector" Multi-Contact MC4,IP68 oscsuas.nlIo�r®amu CHARACTERISTICSELECTRICAL POWER CLASS 300 305 310 315 320 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC (POWER TOLERANCE+5W/-OW) Power at MPP' Ps,PP [W] 300 305, 310 315 320 . Short Circuit Current' Iso [A] 9.72 9.78 9.83 9.89 9.94" Open Circuit Voltage' Va M -39.48 39.75. 40.02 46.29 40.56 Current at MPP 60 [A] 9.25 9.31 5.36 9.41 9.47 Voltage at MPP VIP M 32.43 32.78. 33.12 33.46 33.80 Efficiency' r) 1%] 217.8 218.1 218.4 18.7 : _ 219.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 " Power at MPP -. PwP IN] 224.1 227.8 231.6 235.3 239.1 E .Short Circuit Current In (A] 7.83 7.88 7.92 .7.97 8.01 E .Open Circuit Voltage' Vac M 37.16 .37.40. 37.66 37.91 38.17. 5 .Current at MPP I„PP [A] 7.28 7.32 7.37 7.41 7.45 Voltage at MPP Vwp M 30.78 31.11 31.44 81.76 32.08 'Measurement tolerances"P. t3%;IwYma 5%at STC:1000W/m2,25t2°C,AM 1.5G according to IEC 60904=3•2800 W/mz,NMOT,spectrum AM,1.5G Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE. _T_____T___-_.T____._� . Q­ At least 98%of nominal power during first year. , I InOuatryrlenOeE la linw•m:Jei - Y I I I ' W " �, I,�,,,�,,;;,mw•,,,,,�,e Thereafter'max.0.54%degradation per year. E --'-'--'-'-----'--- At least 93._1.%"of nominal power up to 10 years. W ,� '__L L __=__ ' 2 At least 85%of nominal power up to 25-years. i 5 o ----- i----- i I All data within measurement tolerances." w -- ----- -----j Full warranties in accordance with the warranty terms of the Q CELLS sales organization of your respective country. 80 2W aoo ow I= - - IeaAeIANCE[WJm21 zl"N S sl„m.e ,w: • ,1>wIowmo11 vEaas 'Typical module performance under low irradiance conditions in ca I �ulknl,� m,, l,p,amws,o eeza,a comparison to STC conditions(25°C,1000W/m2). TEMPERATURE COEFFICIENTS Temperature Coefficientofas, a [%/K] +0.04 Temperature Coefficient of Voe R [%/Kl =0.28 d Temperature Coefficient of P,,, V [%/K] -0.37 Normal Operating Module Temperature NMOT VF]_ 109 t 5'.4(43 136C) N- 5 PROPIERIIES FOR SYSTEM DESIGNm 0 Maximum"System Voltage Vsri IV] 1000(IEC)/1000(LIL) Safety Cass Maximum Series Fuse'Rating [A OC]' 20 Fire Rating C(IEC)/TYPE 1(UL) a Max.Design Load,,Push/Pull(UL)2 [lbs/ft2] 75(3600 Pa)/55(2667 Pa) Permitted module temperature =40°F up to'+185`F on continuous duty (-40°C up to+85°C) Max.Test Load,.Push/Pull(UL)? Elbs/ft2] 113,(5400Pa)/84.0000 Pa) ?see installation manual . s . QUALIFICATIONS AN1 ' INFORMATION UL 1703;VDE Quality Tested;CE-compliant; Numher.of Modules per Pallet 32 _ IEC 61215:2016;IEC 61730:2016,Application class A _ Number of Pallets per 53'Trailer 30 V ® - Pallet, (L x W x H)Number of Pallets per 40'High Cube Container 26 69.3 in x 45.3 in x 4,6.9 in C p,us (1760mm x 1150mm x 1190.mm). ,ma. I35U6,1 " Pallet Weight 1415lbs(642 kgj 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 'g of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive;Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I'EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us " Data Sheet Enphase Microinverters Region:AMERICAS m - The high powered smart grid ready Enphase . Enphase IQ-7 Micros" and-Enphase'IQ 7+MicroTM IQ 7 and IQ .7+ dramatically simplify the.installation process.while • achieving the highest system efficiency.. Microinverters .. Part of the Enphase IQ System,-the IQ 7 and. . IQ 7+ Microinverters integrate with the_Enphase IQ EnVoyTM;Enphase IQ BatteryTM,:and the:Enphase Enlighten'" Monitoring analysis software: IQ.Series Microinverters extend the reliability standards set forth by previous generations and. undergo over a million-hours of power-on testing; enabling.Enphaseto:prov ide an ind ustry'leading' warranty of:up to-25 years: Easy.to Install • Lightweight and simple • Faster installation with improved,lighter.two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) Pr oductive and Reliable = Optirnized.for high powered 60-cell and 72=cell*.modules • More than a million hours of testing Class II double-insulated enclosure UL listed m Smart Grid Ready Complies With advanced grid support,voltage and - frequency ride-through requirements, Remotely updates to respond to changing . grid requirement's Configurable for varying grid profiles. Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules. To learn more,about Enphase offerings-visit enphase.com EN PHAS E. Enphase IQ 7 and IQ 7+ Microinverters P INPUT DATA(DC). IQ7-60-2-US WPLUS-72-2-11.11S Commonly used module pairings' 235 W 350 W+ 235 W-440 W+ Module compatibility .60-cell PV modules only 60-ce11 and 72-cell PV modules Maximum input DC voltage 48 V. 60 V Peak power tracking voltage 27 V-37 V, 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A- 15 A Overvoltage class DC port DC port back_feed.current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required, AC,side protection requires max 20A per branch circuit -.OUTPUT DATA(AC). IQ.7 Microinverter. IQ 7+Microinverter . Peak output power 250 VA 295 VA 'Maximum continuous output power . 240 VA. 290 VA Nominal(L-L)voltage/rangO 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1:0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency - 60 Hz 60 H,z Extended•frequency range 47-68 H2 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) . Overvoltage class AC port III III AC.port,backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading.:.0.85 lagging. 0.85.leading..:0.85 lagging EFFICIENCY @240.V @208 V @240 V @208 V Peak efficiency 97.6% 97.6% 97.5% 97.3% 97.0 / . 97.0 CEC.weighted efficiency: 97.0°i° 97.0% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q DCC-5 adapter), Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) 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 Environmental category/UV exposure rating.- NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options.. Both options require installation of an Enphase IQ Envoy: Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance 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 This product is UL'Listed as PV Rapid Shut.Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,.when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at s//enphase.cbm/en-us/support/module-com atp ibility. . 2.Nominal voltage range can be extended beyond nominal if required.by the utility.. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphasexomENPHASE., ©2019 Enphase Energy.All rights reserved:All.trademarks or brands used are the property of Enphase Energy,Inc. 2019-3-26 SnaP.Nrack- Solar Mounting Solutions Smec!Sea. m Foot Training Guide - Standard Composition Overviiew . • This training. guide outlines best practices for installing the SpeedSealT"' Foot flashle'ss -sealing L Foot on_composition shingle roofs. This Guide is meant to supplement the Ultra Rail 'lns.tallation Manual and provide detailed instructions on installation practices that. produce high quality systems and maintain construction efficiency..The target audience .of this:guide is' experienced rooftop solar installers with a.strong understanding of.solar construction best practices; and a basic understanding of the Ultra Rail mounting system. Required Tools Drill with 3/16".Pilot Drill Bit .- Caulking Gun With approved Roof Sealant Impact Driver.with 1/2" Socket Component Details ® SpeedS_ealTm Foot 5/16" Sealing Lag Screw SpeedSeall" Foot Installation Q Layout Speed-SealTm Foot locations -on. roof and mark locations for fasteners using a �. marking crayon or chalk based on :rafter location and these rules: ,. . 1) Pilot hole should be.located L573" from the bottom edge.of shingle course above 2) SpeedSealTm Foot should never. be.installed . across two shingle courses SpeedsealTm Foot may be.installed:over the-vertical seam: between singiles in the same row. Using locations drawn on roof during system layout, drill a 3 16 pilot' hole, into roof framing..-member. :Remove any dirt or debris from roof surface and properly seal any missed pilot holes with a flashing card before SpeedSeallm Foot is.-. installed: Turn SpeedS.ealTM .Foot over and :apply roof sealant,:filling the cavity formed by the. sealant :ring. 2 SpeedSea JTm Foot • 0, Attach SpeedSealTm Foot to roof using .`= a 5/16" sealing lag screw. Dr.iv.e the lagrsT screw into the .picot hole and rafter for a' - recommended minimum 2-1/2" embedment.. .3 ref U�N�7}`.y 3y�.'.6A=i�`S'r•:�r"ft'Gti:' 0 As .the lag screw is being driven into the2 -s roof, watch rubber gasket on underside of sealing washer for compression: Stop ^ =� driving the lag screw when the gasket becomes visible- :around the edge of the . Washer Over tightening the lag screw will damage the rubber gasket. As Spee.dSealTm Foot is tightened to the roof sealant will ooze from the lower cavity of ! Yr the L Foot as .an indicator of proper sealing. ._ -•a : , 1f no sealant is seen, remove Spe, edSeaITM Foot from roof and add more sealant before lrrzv: ; reinstalling. - qy SpeedSeal- m Foot is now ready for the remaining Ultra Rail and .module 'installation. Notes: 877-732-2860 www.snapnrack.com contact@snapnrack.com ©2020 by SnapNrack Solar Mounting Solutions.All rights reserved 3 o al IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US \\ t I II!,�// . Micro-Inverter Micro-Inverter Micro-Inverter 0 4- 250VA 1.OA 96.50/0 CEC 250VA 1.OA 96.5 f CEC 250VA 1.OA 96.5%CEC 1 •••.,.A // 3 ___ ____< i: \ . ;• /\ j 0 LoJ VI • P { ! 4 10e e64 I. I I W .. m O — 2 -- 3 p f m ^� 1. TRANSITION `✓; '� N m 9 BOX �0 STATE •�CORiD11j•' ��� ARRAY GROUND TO MOUNTING STRUCTURE /���1 .. ..• y CD IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US // NA, \�� UTILITY Micro-Inverter Micro-Inverter Micro-Inverter I !!J!(1(t t 1\ BI-DIRECTIONAL 250VA 1.OA 96.5%CEC 250VA 1.DA 96.5%CEC 250VA 1.DA 96.5%CEC ELECTRIC METER I I I- I Q 1 1 1 j I nn I I I-' I 1 • • 1 I I I I ENGINEER'S STAMP 2 O �V •-`, �l� 3 TRANSITION NS 5 __ _- E IQ Combiner 3 (X-IQ-AM1-240-3) r-------- - 2---------- ARRAYGROUNDTO MOUNTING STRUCRIRE J 3a I i _ 3 IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US I I N Micro-Inverter Micro-Inverter Micro-Inverter I I p I _ 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC LE I p I- v l 1 1 oL—to 2 1 D II' 1 UTILITY I I NI U 1 1 1 SAC DISCONNECT WflCH S i I cV• L� _ _ AMP RATING: 60A r VOLT RATING: 240V I I N r N 2 0 ` 3 45A FUSED I I 0 N 11 I dIE Ili I i p M N =------ — ARRAY GROUND TO MOUNTING STRUCTURE ML2 O TRANSITIONA80X ---- 1 — f— ENCLOSUREWITH IQ ENVOY ijINDN — — — � Li L2 1 0 ------- -- - ---- ------ - ( O I 7 1 I __ I MODU LE SPECIFICATION -� L_.�___________________� MAIN SERVICE PANEL MODEL NO. Q.PEAK DUO_-BLK-G5-320 THREE LINE DIAGRAM $ 200A,240VAC, IPH,3W+G U) ,PEAK POWER 320W! SCALE:NA EXISTING fl'-o RATED VOLTAGE (Vmpp _ 33.32 V' — GROUND N rc RATED CURRENT(Imp) __ _ J 9.60 A w OPEN CIRCUIT VOLTAGE N-OC) 40.13 V, GENERAL ELECTRICAL NOTES:NEC2017 SHORT CIRCUIT CURRENT (Isc) _ 10.09_A 1. EQUIPMENT USED SHALL BE NEW,UNLESS OTHERWISE NOTED. MAXIMUM SYSTEM VOLTAG _ 1000VDC 2. EQUIPMENT USED SHALL BE UL LISTED,UNLESS OTHERWISE NOTED. WIRE/CONDUIT SCHEDULE ARRAY 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE Inverter Specifications EQUIPMENT AND SHALL COMPLY WITH NEC. TAG DESCRIPTION WIRE SIZE,TYPE NOTES 4. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V,90°C,UNLESS INVERTER MODEL IQ7-60-2-US OTHERWISE NOTED. MAXIMUM DC VOLTAGE 48 V 1 PV-WIRE(Factory Made) Integrated S. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC.CONDUCTORS AMPACITY SHALL BE DE-RATED o Panel to Micro invter FOR TEMPERATURE INCREASE,CONDUIT FILL AND VOLTAGE DROP. o MAXIMUM POWER OUTPUT 250 VA 2 Micro Inverter to Micro Inverter Pre-Manufactured Cable 6. ALL CONDUCTORS,EXCEPT PV WIRE,SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. z NOMINAL AC VOLTAGE 240 VAC 3 Micro Inverter to Transition Box Pre-Manufactured Cable 7. AC DISCONNECT SHOWN IS REQUIRED IF THE UTILITY REQUIRES VISIBLE-BLADE SWITCH. MAXIMUM AC CURRENT 1.00 A 3A Transition Box to Load Center #10 Cu THHN/THWN-2 S. EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. OPPORTUNITY 9. LINE SIDE INTER-CONNECTION SHALL COMPLY WITH NEC ARRAY DETAILS 4 Load Center to AC disconnect #8 Cu THHN/THWN-2 10. SMS MONITORING SYSTEM AND IT'S CONNECTION SHOWN IS OPTIONAL.IF USED,REFER TO SMS PROJECT-- MAXIMUM MANUAL FOR WIRING METHODS AND OPERATION PROCEDURE. NO. OF MODULE PER STRING 1 12 12 S AC disconnect to Interconnection Point #6 Cu THHN/THWN-2 11. ASHRAE FUNDAMENTAL OUTDOOR DESIGN TEMPERATURES DO NOT EXCEED 47°C IN THE U.S.(PHOENIX, AZ or PALM SPRINGS,CA) DATE DRAWN 01/12/21 NO. OF STRINGS 1 1 1 6 Equipment Grounding Conductor #8 Cu Bare Copper Wire 12. FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF MOUNTED SUNLIGHT CONDUIT USING THE 3465 37$0 3780 7 Equipment Grounding Conductor #8 Cu THHN/THWN-2 OUTDOOR TEMPERATURE OF 47°C DRAWN 9Y DIK ARRAY WATTS AT STC6 Grounding Electrode Conductor #8 Cu 12.1. 10AWG CONDUCTOR ARE GENERALLY ACCEPTABLE FOR MODULES WITH AN Isc OF 9.6 AMPS WITH A MAX. VOLTAGE 2401240 240 15 AMP FUSE. DMS 1. REV. Wire sizing for OCPD Ex(Isc*{1.25)(1.25)(#of strings in parallel)=wire ampacity or using NEC 690.8 SHEET E1 • ROOF RIDGE 2X4 DIAGONAL WEB MEMBER C 24" O.C. (TYP.) SOLAR PANEL S 1 i / \\ TRUSS TOP CHORD C 24" O.C. (TYP.) S® , a World r .1� � // \� 1 , \�_17• Because Tomorrow flatters _ i / �� T \- Solar Energy World LLC. SNAPNRACK BOLT (5/161N-18 X 2)N) i \, /� 7- _ 5681 Main Street (888)497-3233 ULTRA RAIL MOUNT TAPPED/�RU PRC ` 2X4 TRUSS BOTTOM CHORD C 24" O.C. This drawing is the property of Solar Energy World Inc. The "' I I information herein contained shall be used for the sole / `ASPHALT SHINGLES I I I I benefit of Solar Energy World. It shall not be disclosed to SNAPNRACK ULTRA RAIL / I I I I others outside the recipient's organization, in whole or in SPEEDSEAL INSTALLED IN ON PLYWOOD 25'-0" — part, without the written permission of Solar Energy World, ACCORDANCE WITH SNAPNRACK "' >-'" MECHANICAL FLASHING t� — —j except in connection with the sale and use of the INSTALLATION MANUAL �� b- STRUCTURAL SECTION S1 respective Solar Energy equipment. 3"x " S/S LAG BOLT Scale: 1/4" =1'—O" s"m, -- EMBEDDED MIN 2.5' INTO �'u ' )II!/,/7 TRUSS TOP CHORD ♦♦♦ A. C t �j,,/ A� "; • —SPRUCE PINE FIR r '" (SPF) � � �. y!� ►�E 'sF�• iC(1 i CERTIFIED TRUSS TOP CHORD / f ;; s!. ,L. 1 N-6. 484 DETAIL A �r� '•. Sf •� �l� S Scale: NTS Si / O S`TATE OF W` STAMPED AND SIGNED FOR STRUCTURES ONLY Nwblom REV DESCRIPTIONS BYI DATE ROOF RIDGE 2X4 BRACING (TYP.)-, 2X4 VERTICAL WEB MEMBER C 24" O.C. (TYP.) �_ 2X4 TRUSS TOP CHORD ® 24" O.C. co A i - -- -- -- I I 2X4 TRUSS BOTTOM CHORD C 24"O.C. 11 11 Ii Plotlea By: Engi,Ueerin,9 Laptop 2 on 1/28/2021 11 —11" H '7 AA1 Rated Nome onE bE�ea eS Rojas [SRI Scale: 1/4" =1'-0^ NOTES: STRUCTURAL SECTION S2 l s P • ALL WORK SHALL COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE(FBC 2017 7TH EDITION Dolores 5315 r King Street FRC 2017),FBC 7TH EDITION 2020 AND FIRE PREVENTION CODE 7TH EDITION 2020 Zephyrhills FL 33542 1. LOADING CODE (ASCE 7-10),WOOD DESIGN CODE(NDS 2015)AND LOCAL REQUIREMENTS. 1 1.2 kW 2. LOAD CRITERIA PER : FL8740 • EXPOSURE CATEGORY"B" • GROUND SNOW LOAD,Pg 00 PSF sawn er sn.ec ° S001 • LATERAL LOAD RISK CATEGORY"II" o 1m.i-JAN-2021 • ULTIMATE DESIGN WIND SPEED=137 MPH • MAX.CANTILEVER BEYOND SOLAR RAIL BRACKET=16" 5co1i AS NOTED 3. SOLAR PANELS AND RACKING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. FOLLOW ALL LOCAL AND FEDERAL SAFETY REQUIREMENTS. • IQ7 14'-11" *- 14-]1" " ROOF:,2 SolarE - World f ROOF:#1 PITCH: 18' Because TOlr arrow Mayer S AZIMUTH:9I Solar Energy World LLC. �9 �� 5681 Main Street Elkridge,MD 21075 �. (888)497-3233 / f I This drawing is the property of Solar Energy World Inc. The / f information herein contained shall be used for the sole ROOF.y3 benefit of Solar Energy World. It shall not be disclosed to /! T others outside the recipient's organization, in whole or in PITCH: 18' I part, without the written permission of Solar Energy World, AZIMUTH:271' except in connection with the sale and use of the / respective Solar Energy equipment. ttfltlf1777 Q STATE OF I w o l STAMPED AND SIGNED FOR STRUCTURES ONLY ger.ro.____i- --i__" .0 0 I REV DESCRIPT?UftE BY DATE IVgNC�S O��FAypN Cpl p� q,��N �' PROPOSED PV ARRAY LOCATIONS I 27-10" ii 2 I , :r� 1 � v.ol«.t son,.vne�eemv \ / / Dolores Paez Rotas [SRI / 4Zeph SOLAR PANEL LAYOUT f King Sree Zephyrhills FL 33542 C Scale: 1/8" =1'-0" 1 1.2 kW NOTES: FL8740 1. THE SYSTEM SHALL INCLUDE [35] HANWHA Q. �DBLK-GS-320W MODULES. I ora.n sr snex 2. SNAPNRACK SOLAR MOUNT RAIL WILL BE INSTALLED IN ACCORDANCE WITH SNAPNRACK INSTALLATION MANUAL. DE 3. DIMENSIONS MARKED (*) ARE ALONG ROOF SLOPE. . 1 / 1 1-JAN-2021 A001 Swb 4. REFER TO STRUCTURAL DRAWING FOR SECTIONS MARKED AND ADDITIONAL NOTES. AS NOTED Because Tomorrow Matters �rf Solar Energy World LLC. r 5681 Main Street �,, %if Elkridge,MD 21075 (888)497-3233 foe�eun<c f/ '• This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in port, without the written permission of Solar Energy World, except in connection with the sole and use of the respective Solar Energy equipment. r 1 L, f IN fff 48 W �.p �O STATE OF 'STAMPED AND SIGNED FOR STRUCTURES ONLY ReJ ions REV DESCRIPTIONS BY DATE LOAD CENTER -, EXISTING ELECTRICAL PANEL UTILITY & MAIN SOLAR AC EXISTING UTILITY METER DISCONNECT SWITCH 3. P•., P.ofecl 5I:: and dtlres EQUIPMENT LOCATION PLAN Dolores Paez Rojas [SR] Scale: NTS 5315 King Street Zephyrhills FL 33542 NOTE: 11.2 kW FL8740 EQUIPMENT LOCATION PLAN IS APPROXIMATE, EXACT LOCATION TO BE VERIFIED WITH INSTALLATION CREW AND HOME OWNER AT THE TIME OF INSTALLATION. DE DE EO01 1 1—JAN-2021 s�b AS NOTED I^•-1.37 .30 €•- -.3S LOS q !1 El? 1 /ROOF RIDGE \ /�." z.is 1.7a i - 2X4 DIAGONAL WEB MEMBER ® 24" O.C. (TYP.) SOLAR PANEL S // \\ `\ 2X4 TRUSS TOP CHORD @24 O.C. (TYP.) 5 o I a rLtl g�/World fL i i �� _ '' ,," Because Tomorrow Matters (r 3.zD I /// Solar Ener World LLC. SNAPNRACK BOLT{5/16)N-18 X 2(N) i'� / A gY W/ MOUNT SPRIN \ // s ��\ � G SPEEDSEAL FOOT BASE %� 'w M \\\ / E �• a, / a ° "` lkridge,MD 21075 (888)497-3233 —1 �/ — — — — — — — — — — — — — —— -— — — — — — — — — — — — — — — ogelenn<..: This drawin is the ro err of Solar Ene World Inc. The 2X4 TRUSS 80TTOM CHORD ® 24`O.C. g p p y used ULTRA RAIL MOUNT TAPPED/THRU PRC-- ;"•>- � I I I I information herein contained shoo be used for the sole � ASPHALT SHINGLES I I benefit of Solar Energy World. It shall not be disclosed to SNAPNRACK ULTRA RAIL �� I I I I others outside the recipient's organization, in whole or in SPEEDSEAL INSTALLED IN ✓�' ON PLYWOOD —Ut— 25'_0" port, without the written permission of Solar Energy World, ACCORDANCE WITH SNAPNRACK ' ✓ I- — except in connection with the sale and use of the L✓ i MECHANICAL FLASHING respective Solar Energy equipment. INSTALLATION MANUAL. �� - STRUCTURAL SECTION Si _-'" 3" x S/S LAG BOLT Scale: 1/4" =1'-O" -- EMBEDDED MIN 2.5" INTO fit,1 t' I l j,!/ TRUSS TOP CHORD \ A. 'c' //, ' SPRUCE PINE FIR (SPF) ., Q.`;'"w.1C' C 'i CERTIFIED TRUSS TOP CHORD 1 f\� , � fi t 4848 DETAIL A p Scale: NTS S ::;,Q , STAT OF % isONA1. 'STAMPED AND SIGNED FOR STRUCTURES ONLY REV DESCRIPTIONS BY i DATE ROOF RIDGE 2X4 BRACING (TYP.)2X4 VERTICAL WEB MEMBER ® 24" O.C. (TYP.) 2X4 TRUSS TOP CHORD ® 24" O.C. A i - I 2X4 TRUSS BOTTOM CHORD 0 24" O.C. I II II I II II 11'-11" ------------H __ Plotted 50: Eneineenrc Lcptnp 2 •n 1/11/2U21 3:1 P.M md— STRUCTURAL SECTION S2 Dolores Paez Rojas [SR] NOTES: Scale: 1/4" =1'-O" 5315 King Street 1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE(FBC 2017 6TH EDITION FRC 2017), Zephyrh ills FL 33542 LOADING CODE (ASCE 7-10),WOOD DESIGN CODE(NDS 2015)AND LOCAL REQUIREMENTS. 1 1.2 kW 2. LOAD CRITERIA PER : FL8740 • EXPOSURE CATEGORY"B" sneer • GROUND SNOW LOAD,Pg=0 PSF • LATERAL LOAD RISK CATEGORY"II" D E A O 0 • ULTIMATE DESIGN WIND SPEED=137 MPH 1 1-JAN-2021 (V\■ • MAX.CANTILEVER BEYOND SOLAR RAIL BRACKET=16" scab AS NOTED 3. SOLAR PANELS AND RACKING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. FOLLOW ALL LOCAL AND FEDERAL SAFETY REQUIREMENTS. 1,�Si1111Ii��' IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US O O ' = Micro-Inverter Micro-Inverter Micro-Inverter ` %GEN _ 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC 250VA I.OA 96.5%CEC % 0 C, 1 1 1 * 0 — „R? W Z [n I • • — Q if)„ W " 'no _ �0 • STATE OF z o TRAsaxroN '�S ��fl[t1Ap• � O - W '-4C ARRAY GROUND TO MOUNTING STRUCTURE •• 61 IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US UTILITY Micro-Inverter Micro-Inverter Micro-Inverter BI-DIRECTIONAL aL+ 2SOVA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC ELECTRIC METER U) d r �� r Ii) 1 1 1 I I / A/I I • • i .I I I i \��•// I ENGINEER'S STAMP � 2 _� O 3 -- �� �� s TRANSITION ' 5 sOX IQ Combiner 3 fV (X IQ AM1 240 3) r --- - -- --------� ,-I ------ - - �_-----_--- ARRAY GROUND TO MOUNTING STRUCTURE -_J 3a I •3 i) IQ7-60-2-US IQ7-60-2-US IQ7-60-2-US I I D Micro-Inverter Micro-Inverter Micro-Inverter d i v 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC 250VA 1.OA 96.5%CEC U) U I D L a 1 1 1 _ d "-- UTILITY i I p fV LSWITCH DU222NRB ! d C N m • • II1 iii: AC DISCONNECT i CL 1i1 AMP RATING: 60A —` -- T"" - -_ <O -- -- � VOLT RATING: 240V U) 3 aL� 2 ] I )__p 3 45A FUSED E j O N J ! ( M O) ----- ARRAY GROUND TO MOUNTING STRUCTURE 2 O I #tI I - G TRANSITION ION 1 d c ENCLOSURE WITH IQ ENVOY Li L 0 j o GND O GND 0 i ! ' I TION MAIN SERVICE PANEL MODULE SPECIFiCA 8 200A,240VAC, 1PH, 3W+G (MODEL NO. %Q.PEAK DUO-BLK G5 320 C THREE LINE DIAGRAM PEAK POWER 320 W; Z o SCALE: NA EXISTING O RATED VOLTAGE (Vmpp) 33.32 V - GROUND RATED CURRENT(Imp) 9.60 A > OPEN CIRCUIT VOLTAGE (VOC) 40.13 V GENERAL ELECTRICAL NOTES:NEC2017 (SHORT CIRCUIT CURRENT(Isc) 10.09 Ai 1. EQUIPMENT USED SHALL BE NEW,UNLESS OTHERWISE NOTED. [MAXIMUM SYSTEM VOLTAGE 1000VDCI 2. EQUIPMENT USED SHALL BE UL LISTED,UNLESS OTHERWISE NOTED. f - -- - -------- - - - ---- WIRE/CONDUIT SCHEDULE ARRAY 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE Inverter Specifications EQUIPMENT AND SHALL COMPLY WITH NEC. INVERTER MODEL IQ7-60-2-US TAG DESCRIPTION WIRE SIZE/TYPE NOTES 4. OTHERWISE COPPER O NOTED.RS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V,90°C,UNLESS 5. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC.CONDUCTORS AMPACITY SHALL BE DE-RATED o MAXIMUM DC VOLTAGE 48 V 1 Panel to Micro dnvter PV-WIRE(Factory Made) Integrated FOR TEMPERATURE INCREASE,CONDUIT FILL AND VOLTAGE DROP. o MAXIMUM POWER OUTPUT 250 VA 2 Micro Inverter to Micro Inverter Pre-Manufactured Cable 6. ALL CONDUCTORS,EXCEPT PV WIRE,SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. Y o NOMINAL AC VOLTAGE 240 VAC 3 Micro Inverter to Transition Box Pre-Manufactured Cable 7. AC DISCONNECT SHOWN IS REQUIRED IF THE UTILITY REQUIRES VISIBLE-BLADE SWITCH. MAXIMUM AC CURRENT 3A . EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. OPPORTUNITY 1.00 A Transition Box to Load Center #10 CuC THHN/THWN-2 9. LINE SIDE INTER-CONNECTION SHALL COMPLY WITH NEC ARRAY DETAILS 4 Load Center to AC disconnect #8 Cu THHN/THWN-2 10. SMS MONITORING SYSTEM AND IT'S CONNECTION SHOWN IS OPTIONAL.IF USED,REFER TO SMS PROJECT 8740 INSTALLATION MANUAL FOR WIRING METHODS AND OPERATION PROCEDURE. NO. OF MODULE PER STRING 1 1 12 5 AC disconnect to Interconnection Point #6 Cu THHN/THWN-2 11. ASHRAE FUNDAMENTAL OUTDOOR DESIGN TEMPERATURES DO NOT EXCEED 47°C IN THE U.S.(PHOENIX, NO. OF STRINGS I 1 1 1 6 Equipment Grounding Conductor #8 Cu Bare Copper Wire AZ or PALM SPRINGS,CA) DATE DRAWN 01/12/21 12. FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF MOUNTED SUNLIGHT CONDUIT USING THE ARRAY WATTS AT SIC 1 3465 3465 3780 7 Equipment Grounding Conductor #8 Cu THHN/THWN-2 OUTDOOR TEMPERATURE OF 47°C DRAWN BY mu 240 240 240 8 Grounding Electrode Conductor [#8 Cu 12.1. 1OAWG CONDUCTOR ARE GENERALLY ACCEPTABLE FOR MODULES WITH AN Inc OF 9.6 AMPS WITH A MAX. VOLTAGE 15 g AMP FUSE. Wire sizing for OCPD DMS /: REV.•• Ex(Isc*(1.25)(1.25)(#of strings in parallel)=wire ampacity or using NEC 690.8 SHEET E1