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20-1184
■ _ City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001184-2020 Phone: (813)780-0020 Y r Fax: (813)780-0021 Issue Date: 01/07/2021 f, Permit Type: Electric Service Replacement/Misc Property Number Street Address 11 26 21 0010 17500 0060 5335 20Th St Owner Information Permit Information Contractor Information Name: SANDY JIMENEZ Permit Type:Electric Service Replacement/M Contractor: EQUITY SOLAR Class of Work:Add/Alter Residential Address: 5335 20Th St Building Valuation:$0.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$14,923.44 Phone: Mechanical Valuation: Plumbing Valuation: Total Valuation:$14,923.44 I Total Fees:$171.93 Amount Paid:$171.93 Date Paid:1/7/2021 2:12:50PM fff Pr"eject Description INSTALLATION ROOF MOUNT SOLAR SYSTEM Application Fees Electrical Plan Review Fee $57.31 Electrical Permit Fee $114.62 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. i CONTRA6TOR SIGN URE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTRUMENT#: 2021001196 OR BK 5613 PG 199 PAGES: 1 1/5/2021 3:30:37 PM GARY J. COONEY, CLERK OF THE CIRCUIT COURT & COMPTROLLER, LAKE COUNTY, FLORIDA REC FEES: $10.00` ' Afterrocording,remm to: EQUfllf SOLAR-1633 E-VINE ST-STE 112- KISSIMMEE,FL.3 7744 Permit No.: Notice of Commencement_.. Tax folio No:. Sfate o Florida I Cotmfy of Lake The undersgned hereW gives notice that impmvement wit be made to certain ram property,and in accordance with Chapter 713,Fiorlda Statptas,the f0l"ng kftination t$provided in this Notice of Cormnenc a nent 1.Descriptionof the Property: ¢egardasm{ptimoftlraprgperryandstr�faddresstava¢a8e) Legal Descripfron: N4I NNEQt.A,.LAKSWOOD RIDGE PHASE 18 LOT 31 P8 35 PG$" StreotAddress: BrzFaFMTvvoaRas amvrEcH.AFL34Tts 2.Oenerd Description of Improvement INSTALL10.2IXW ROOFTOPSOIARSYSTEY 3.Ownees Information or Lessee isdormwian,date lesseeconWacted forthe improvement Name: MOV,*OAROORKRmzmJJoDE=&GAYLENmurmrNnk Address: BIZFIIRESiWOODDFRYMiEGLAFL34115 Interest in Property. Name&Address of fee sirnple tittehaider fradterertlf tbaa owtrer}: NIA 4.ConbWor information Name: EQUtTYSOLAR Phone No.: 8e6-685-e0s4 Address: IWEVINEsT-WE112-Z�FL.34744 5.Surety frtappGcakh,a copyaf»te PaY�trend must ba aftadrody: Name: NJ^ Phone No.: Address: Amount of Bond: $ 6.Lender Information: Name. WA Phone No.: Address: 7.Persons within fhe Stals of Florida designated by Owner upon whom rrotioss or ofher'doctiments maybe served as provided by Section 713.13(lXa)7'.,Floes Sfatulas: Name. Phone No.: Address: 8.In addition to hi mseNf or hersett.Owner designates of to receive a copy of the following Lhenor's Notice as provided in Section 713.13(1)ft Florida Stables: Phone No:: 9.Expiration data of notice of comma ncemem fire en*avbn dare wDbe i yeardarn 8re date ofreczrift wdm a dil wwg date is speoFW. WARMUS TO OVIo6 I±ANY PATOWAM MADE 13YTHE OWNER AFTER THE NATION OF THE NOTICE OF COWfWi B EKTARE CONSIDERED IMPROPER PAYf1ENTS ukwm CHAPTER 713,PART k SECTwm 7`s.13 n,QmoA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROYENENTS TO YOUR PROPERTY.A NOTICE OF COGNENCEIRENT WRIST RE RECORDED AND POEM ON THE.IOB SrTE SORE THE FIRST INSPECT=fL IF YOU INTEND To OBTAIN FINANCING,CONSULTYOUR LENDER GRAN ATTORNEY BEFORE COMMENCING Y4SOWORRECORPAM NOT=OFCOMMEncem ST_ ,,.�Signafeuaad ortestee.orOwrears sAW1+ar1m1 agar . sbrsaduy3� � The foregoing instrument was acknowledged before me"a / day of _ f 3 j"4"20'-UD ,by for who 7ypeatauttnai�rpaanfoer.8ybtfa� ram.oryuy�raeilrvar.ra�.i,�mr...e�s�owmd Is personally known or produces! • on'dCii A as type of identification. PurlicstatBatfrorids16 t �oavri ssion NN 02OW f ! vy Enp"sOVO +p'Na moo+ _ - x-armm� Aarae ttpeor cornn edrramed(YFttalyPu6Ncr Once oftruNthg SeMces NaecedCArBtwcesneu-SFL9 . UPOWSWtenfrar 29,21117 Aslati a.Ckruwnt.Posits.Fruitland Pok hooey In fho tGhia. Lady lake, Lake County.Leedx 1,Wfasem4tr"WLlma LL M ontrerde WTwmt Dora Tevanaa.Uee"02 f' e13-7Po-W20 City of Zephyrhills Permit Application Fax-813-780.0021 Building Department Date Received r 2,Q26 Phone Contact for Permitting ttElHEEE !!EH! Owner's Name t�- Phone�, Y' Owner Number/ ` Owners Address 5335 1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ((Z)3 3; L7 Z � f LOT# SSUBDIVISION1.` U G 4?h r h it 1 PARCEL ID# I'240 p� 16')75 X-,C0b 0 (osraNEo FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK cS 3 J r YVI BUILDING SIZE SO FOOTAGE HEIGHT X-NE-sr<s ZECTRICAL ING $ VALUATION OF TOTAL CONSTRUCTION $jfflZ AMP SERVICE PROGRESS ENERGY Q W.RE.C. =PLUMBING $ o =MECHANICAL $ VALUATION OF MECHANIC IN ST TIJ =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO D S d BUILDER COMPANY /r SIGNATURE F REGISTERED Y/N I FEE CURREN Y/N /1p Address License_ ELECTRI COMP ' 0 v /�n • SIGNATURE REGIsTfMD Y N FEE CURREN Address License# PLUMBER COMPANY ��N SIGNATURE REGISTERED YIN FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Y/N Address License# OTHER COMPANY = SIGNATURE REGISTERED Y/N FEE CURRENT Y/N Address License# !!!!!t!!!! iltitlt.tlitlt9ltlt!!!t!!!lti8!liit!ltttllilt!!t!ilitlti!!!flt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities&1 drmmpster,Site Work Permit for subdivisions/farge 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.(AIC upgrades over$7500) Agent(for the Contractor)or Power of Attomey(for the owner)would be someone with notarized letterfrom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW eta Tao o City of ZophyrttHLs Pennit Application Fmx$1378041021 Building Depannneirl NOTICE OF DEED RESiRICTIONS:The uder-..k,ned urderi nds Dot Mb parcel may be sub of Io'dccC rmtrldia wNdl may be cower rcstrfd by thm Caahy m Ttw raVow-bilify la campLveo wth any oppLcabdo dead resirfdit— UNUCENSED CONTRACTORS AND CONTRACTOR RESPONSginrRES.O Ve owner has twW a catracmr or mrMradom to undortoke w0dr.mry may be required m be ficermed in accordance with data and local nVuLtiars.U Ilia contractor b not kemod raz required by law.bah Rao OwW arad ,ntb A may boated for a rnhg oxnor riotbon under state Lm U Ora oancr or iMvd m ed otraebrea ur a cortan act'lo Dart ag licaraz raprem a �0 iho flamer fen hired edd a contractor or contractors,to a&h to term Me Bretton of TI7 Blo [�09 app6eaim ter dicta O vM be reapans3ia U you,c3 U m O+MLY �()nk a d floc� r3lorh'd th5 hey 11pn as Ore oaa;narlar,If671 may b0 on 64ctiora Uol the b cad property fearctd trod b not anh!&A to wirnArg p'wileIK'y In Paco Carty. TRANSPORTATION tMPACT/UTiIJnES IMPACT AND RESOURCE RECOVERY FEES:The Undersigned understands that TrarmPGda on knP ad Fecs and Recou-,s Recovery Fees may apply to Ow comiruction of raw building,cta nge of wa In ciistkxg buldin}7,or eiRarcbn Of CXiS"hUldgM 137 cpodicd lo P¢xn County Ordmamrn number 03-07 are 0"7,m amended.The under-J¢aed ail:o uadcr la ado,U� meeh fee:.s nny be lkm volt be idanli at Ow nano of pomrttirr,T.If Y fuihr uderdoo0 Oral TrraportsUon krvW Fern Ord Renousco Recovery F=rtauct be paid prior to rco&Av a'c rirrralu d omRurx-f or ka l pmcr rakm&it Ow project does not rood»o arrwiieYo of occupancy of rust poaacr nciooca.then Seen me l bo paid prim to pmmil icsiaarn.Fu4►anu mv.I Pa:.m Canny WatorrSarr krgad hies oro duo.May meta be laid prior to pormil i==nca in accordanca uida applicable Pasch Wnly aatrmwc>z CONSTRUCTION LIEN LAZY(Chaptr 7t9.Florida StabAm as aaoarWidk U vduaboa d mat is SY.500.00 or morn.I Canby Vial I.the appfictt. Nava been promled wiM a copy d Ow'Fbrkb Caa:LuL9on Lien Lea-411mmeaarufs PlWamaa Guido'pcysrsl by the Florida Depa anent d ATICult am and C arum rAUai m It tlaw lip-' is sarmorao dhcr tRaa ttw'owme I certify Oct 1 rmvo obtained a copy or roc above dr~.amed daG rruNg and prami-,a in good taitn ka doivu'l la tea Vance prior to mntrarecanad CON RAC'TOITSMYOXII73 AFFIDAVIT:I atrvy that as im Wa n tion in the application is aoc rata and that all ax x%w9 be dmo an mmpFarxa ahn a0 oppiesL/a Linea tegkia rag oaeauc5orr ratio and Lard devcbpnurt Apprcatiaa b hereby mada to dtaln o pcmA to do work aid inatallatm as b%S=d.I eeatly that no uak or trrta&zo a I=cmumved prior to hoar nor of a pert and Oat all work ell ben performed to., standards of all tsars reg4aing aartructi L Carty and Cily codes—kxJ R'9uLgarn,cad bad devdopone t regulaons in 0*kAukfom I abo nwrGTy lien 1 undacta+d Qaal re regutztion s d afcr Oovernrnet aryaadcs ray apply to the irdendod work aid Unit d is my rcsponnib1ity to ktrfify att l morn I m=t take to be In mmplaace.Such agcadas IrKl de but are rot frtited to - Depaltment'cl Environmental Protection-Cypress Bayheads,Wetland Areas and EnvironmenWily Sensitive Lands.Water/WastawaterTreatment. - Southwest Florida Water Management DstricVWells. Cypress Bayheads, Welland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health S Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency Asbestos abatement - Federal Aviation AUthondy-Rtmways. I u:d=L d Out IIr taMm*V res7dclian apply to Ore use of fit - Use of fill is not allowed in Flood Zone'V'unless expressly permitted. - it the fill material is to be used in Flood Zone'A•. it is understood that a drainage plan addressing a 'compensating vohmre will be submitted at lime 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 budding using stem wan Construction.I certify that 01 will be Used only to fill the area within the stem wall. - if call material is to be used in any area,I certify that use of such fill Wa not adversely affect adjacent properties If use of 6D 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. U I as Ow AGENT FOR nM OWNF3i I vor, in good faith to iform Ow caner or the pwrwb ma cmx men set forth in ilia a15davt prior to ,mmanczng mnctudOn I W40TIsa dal a wpwxa pant may be MQ ed for electrical work,pkmnbiag,sign,we13,poob,air eandiiorvu.gas,a otlrr ic:ata onm eel spa-s5ealy Indaded in ew applicGaa.A prnril lraued shall bo arnVu d to ba a icor6e to procaed win Ow wane mad not as auOa"to vioLae,cannel otcr,ar cot side ary MVIVI=Of oho loctrret atdr--nor rao0 csv.aeeof a pamA pnvem one Buidag OlTiciai L'an oweatter reQubYg o convcka d omar In pLvr�eaelucWn orvk bl=d my,des.Every ppm+3 issued Lhai b= m IftU.tkf un%=Oda worlr -a anzad by such pomil b mrremnaed will six[nadir d penal 4warm or I work oull orhM by Qua panel is suspended or abandoned for o period d six(6)mmttm aftn►Ow rim are cork Is convaanr.4 An cdonman may bo raquentod.in wnlbm ham the Building 0iruzal for a podod lid b oco'd ply(90)days and w@d dsmar.7ate justfrable edam for Owe Gdore m Irwonk aa=cs Sa ninety(90)arc-reLeve days-Do Jcb b oarriadered rbandmed WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT tAAY RESULT iN YOUR PAYING TWICE FOR iMPROVEMENTS TO YOUR PROPERTY.IF YOU TO OBTAIN FINANCING,CONSULT WITH YOUR LMER QEtAN FLOfrtDA 1T7-W Man 0 COMTT Subszribed t •�ok w er Seed a for afParrcd)te�re rrc taac� - Who Wm ilmoprto Wh pnahaa oopeoporaonepy.kromionworbastrwmptoljcW , as syiterdfka9m. -- Puux Nalary P&J11C kAGENT CarePro. � 6! 6 t%� C Mffi jon Pilo Namo cc It"typal dad or stxnpaa at ttotry Wed.Ptd+'d or ctarnpW Notry Public Stall of Florida Nikol Emilia ZUrite-Farfan a A6y CornrrtlMion GO D67Q61 E41rMIG OVIO/2021 1 - T C 2/21/20 CITY OF ZYPHYRSHILL BLDG DEPT 5335 8TH STREET ZEPH , UBJEC . 5335 20TH STREET — JIMENEZ NDY J. AYALA REVISED DRAWINGS TO SUBMIT i Permitting Dept: I am sending you revised drawing that were send to me to re-submit. There was no revision form so created one and I do not have a permit reference not yet. I was told that application has been received when it was mailed but not sure if it has been processed. Please can you confirm that you have received the revised drawings. Greatly appreciated. EQUI/7 SOLA J.� it guero Specialist • 34744 - PHONE N,O. :.• 11•4 INSTR#20201 98289 CR BK 10220 PG 3659 Page 1 Df 1 112312020 09:37 AM Rcpt 2229M Rec:10.00 DS_0.00 rr:0.00 Nikki AlvarezSOWles,Esq.,Pasco County Clerk&Comptroller PermnNo. Pme�mNa t„�'�.r���Gt7�@"itJL`CJ-�`{aC3,�iC% NOTICE OF COMMENCEMENT cr-ly Lca TF1EUfIflEftS7GNEDS6feSY =bwVMIimWavemaav4bemadetaceftiatealprapetty,cod inaoarsduuewithCMpletTl3,FipddaSYat+,a 9xs fr>ttrrunQ lniMaa$idl i3 piUAdrut ut GasNO&eoMf '17e '1S�eC.�i 17 G I' `�In 2. QE h"t 3. Ow Wfb—b.e aLtrrta 3 ty, cm actedfortnu 0MACU f ActdreSs ci Idw.stin PMP fy, Namd W Foa 4mrpuTalnbdrtcr, . . (ifd3feOmdfm-re Ornmr abam) Add122S: .tar �Y vowA, COf>tractdr. IV3?NEW 1/11Lpdd� � �C �2- _it`s it14 i_ coftraaes Te trrxrn t.�{�+��^ L.Cst'G� e¢s se�zv 5. 3 xeb Nay+iC Add— CRY Stale AmatedofBaa[5 Tetapho+mNa: Add mss Cat SYaSa Lendrl's Tdtfwfe NO: 7. P-nl a ,ov.a.SL*'�of F(afain d-v—d by veB Qww-Pon he. to ww dnGsne,Iz,uay be—e ,d as A_Wry by S.0-713.13(1xa)(7),fTorifia Staamia . Namc Addis= COI' Slate TetphM NO am bar ofDas4i&Bd Pemmc 6. to adaon lOh.Aelf,be owm dtstnatea to r kN em{ry carom Uenors W&e es pT*dW in S tion 713.13(I p),F70dds Sw". Tekph ne M=bm cfPPo a QMy Dc jpwdLd byO, 9. E.Vv-aam date of Novee ad Cmrenr--.A ithr,w#t24an dme may na be befamc fife cmnAvbw of conmxbon aid anal paymar!to Me amraae3or,ba.4 be mm yearbam 4aedata WC"aa€braddateisbpeUfied). WARfBNG TO OWNER ANY PAYASEanS MADE BY Ttg OWNER hF!'F1t TtlE E7tP7RA7YJN OT THE NosiCE OF OWMEMCSt CW ARE C.47PlStAFIiED t6Ei+ROFER PAYbfENiS ttN'JB3 CM'TER 7,a.PART i.SEGTiCN 773.f3,ia.C)RIDA STA71rtE,.,AND CAN RESMT IN YOUR PAYING 71.,.FOR�TO YOUR PROPHi11- A HORCE OF COMMENCEMENT M=BE RECORDED AND FaWED ONTRE 105 SM BEFORE TfM FlRST INSPECTM IFYODINTENDTOOBTAUJFINANCING.GOt4SULT YAMYOUR LEciDEROR ANATTORNEYBH"ORF.COMT/.E 4M*WORK CKtODCOROMOYOURNMCEOF GOA,t M CEMEW. ueMe+Om+atv�tm pay.tdeaa+e ar tttaven�3a meraegdtS etce8ms --Id tbesads 4nea n--.re bw w deob A ormy ta»+acd6e and b 5aL STATE OF FLORIDA C0lR OFPAgM .orurmarsor is b"`1� niFii — �,/}�+lI i=it li f. _ ... • {+sr--r^u^��la^3•macv�t+wOcn,am�f�'bitatl)iM f' 1.r�P(Oa}3��rCaiEl9r�l' � ) LLdey'C1Ye6.+_. _-t.tl iCCC.�'f[t [' T7yo of Ww.ananrtvllfontnEa�„�-��Ili�r"+ {�1 Cr Ntagd lPart}}_ Nu �r� U p�i!C'�3_�� NOM POkC State of FWW8 Alen lurs.MUM My COmmmssion Nti 02WO ��,,,¢� r:It0ttt5Oii�'r8t2Q24 ' .Pamtaro�mWwoamrwaNOrOEtdyC0�999 DIRECTORY OF PAGES SCOPE OF WORK P-149759 PV•1 PROJECT SUMMARY N THIS PROJECT INVOLVES THE INSTALLATION OF A PV-2 SITE PLAN N PHOTOVOLTAIC POWER SYSTEM.SOLAR PANELS WILL BE a RACKED USING A PREENGINEERED RACKING SYSTEM.THE PV•3 SINGLE-LINE DIAGRAM s RACKED MODULES WILL BE ELECTRICALLY CONNECTED WITH OC TO AC POWER INVERTERS AND INTERCONNECTED TO THE PV 4 SAFETY LABELS LOCAL UTILITY USING MEANS AND METHODS CONSISTENT WITH THE RULES ENFORCED BY THE LOCAL UTILITY AND PV•8,1 ATTACHMENT PLAN 5.1 PERMITTING JURISDICTION. PV•872 ATTACHMENT PLAN 5.2 s PV•8,3 ATTACHMENT PLAN 5.3 THIS DOCUMENT HAS BEEN PREPARED FOR THE PURPOSE OF PV•3,4 ATTACHMENT PLAN 5.4 DESCRIBING THE DESIGN OF A PROPOSED PV SYSTEM WITH L1J ENOUGH DETAIL TO DEMONSTRATE COMPLIANCE WITH f—• APPLICABLE CODES AND REGULATIONS.THE DOCUMENT W N PV 8 ATTACHMENT DETAILS SHALL NOT BE RELIED UPON AS A SUBSTITUTE FOR >_ �• PV.? FIRE SAFETY PLAN t FOLLOWING MANUFACTURER INSTALLATION INSTRUCTIONS. Cf) Lfy THE SYSTEM SHALL COMPLY WITH ALL MANUFACTURERS M MODULE DATASHEET Manor Dr LISTING AND INSTALLATION INSTRUCTIONS,AS WELLAS ALL 1Y ce) APPLICABLE CODES.NOTHING IN THIS DOCUMENT SHALL BE Ll DISCONNECT DATASHEET INTERPRETED IN A WAY THAT OVERRIDES THEM. LJL INVERTER DATASHEET CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL O CONDITIONS,DIMENSIONS,AND DETAILS IN THIS DOCUMENT. MOUNTING SYSTEM DATASHEET �' O J MOUNTING SYSTEM ENGINEERING LETTER s taspaumnzozo SYSTEM DETAILS CV J '9 UL 1703 CLASS A FIRE CERTIFICATION M NEW GRID-INTERACTNEPV SYSTEM � M � 1 PLOT DESCRIPTION WITH NO ENERGY STORAGE O M UL 2703 GROUND AND BONDING CERTIFICATION U) LO ANCHOR DATASHEET PV-1 SCALE:NTS DC RATING OF SYSTEM 11.65KW d , k^.n J f •, ( ,��( "'i AC RATING OF SYSTEM 8.88KW W PROJECT DETAILS Richland, AC OUTPUT CURRENT 37.OA F. RTY AbDRESS 5335 20TH ST,ZEPHYRHILLS,FL INVERTER(S) 37 X ENPHASE IQ7.60-2•US 33542 US MODULE Q-CELLS Q.PEAK DUO BLK-G5 315 7�@nJJMG RESIDENTIAL ° r sus �� i` (21 BRANCH OF 161Q7.60.2-US OCCUPANCY ONE•ORTWO•FAMILYDWELLING $ ° J " " MICROINVERTERS Wl�€/AN ARRAY WIRING r r u u @ IFICATION GROUP(GROUP R3) Zephyrhills (, (1 BRANCH OF51Q7.60-2-US �V +A, ® North )) �� UELR O V T CITY COMPANY FLORIDA POWER&LIGHT CO 1^ MICROINVERTERS �.�p.N•„•, Ul2 r�MIRICALCODE 2014NEC(NFPA70) ♦ INTERCONNECTION DETAILS ;�� No88991 fp gODE 2015NFPA1 �oHestills "7.ephyrhills Upper' iH_M§66rou h POINT OF CONNECTION NEW SUPPLY SIDE AC CONNECTION (T ,BUILDING ^Q Sk diveCit PER NEC 705.12 A o• STATE OF tw 2017 FL BUILDING CODE (0 y y/Z-Hills®'� Preserve+ () 7-ephgrhill� �'•.; . UTILITY SERVICE 120/240V1� ';(ORIOP•G��+O�� Digitally signed by so�tn ; ',,s/oNAL Reyes Ruiz-Reyes Ruiz-Donate �z „ s, �.' SITE DETAILS a ASHRAE EXTREME LOW 1°C(34°F) D _ sa s� ) Donate a5'0:55 0.12,18 0 - � � ASHRAE 2%HIGH 34°C(93°F) 15:50:55-05 00 PROJECT Tffis item has been signed and sealed by L� =°� Crystalsprings; �_. --__ . ;hlnptlata02DTOGoogle CLIMATE DATA SOURCE ST.PETERSBURG CLEAR(KSPG) SUMMARY fj�,ves Manuel Ruiz Donate,88991PE on 12/18/2020 WINDSPEED 160 MPH(ASCE7-1 0) DOC ID,149759.184 0-1 t 6g a Digital Signature. 2 LOCALE I RISK CATEGORY II DATE:121 820 PV-1 SCALE:NTS WIND EXPOSURE B CREATOR: iNMted copies of this document are not considered CATEGORY fired and sealed and the SHA authentication code REVIEWER: root be verified on any electronic copies. REVISIONS II FP4=-YES M RUIZ DONATE PE#88991 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, QfERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE QOIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT V)FERSION OF THE FLORIDA BUILDING CODE. P /_1 N � GENERAL NOTES P-149759 EQUIPMENT LIKELY TO BE WORKED UPON WHILE 1 ENERGIZED SHALL BE INSTALLED IN LOCATIONS THAT SATISFY MINIMUM WORKING CLEARANCES PER NEC 110.26. 2 CONTRACTOR SHALL USE ONLY COMPONENTS LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY 2 FOR THE INTENDED USE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL 3 EQUIPMENT,CABLES,ADDITIONAL CONDUITS, v RACEWAYS,AND OTHER ACCESSORIES NECESSARY W ,' FOR A COMPLETE AND OPERATIONAL PV SYSTEM. 1. } N ® Ot (E)MAIN SERVICE PANEL(MSP),OUTDOOR 5 7; O2 (E)UTILITY METER,OUTDOOR I-- coW N TRANSITION BOX,OUTDOOR,OUTPUT CIRCUIT V- Nti`4T ��NDUCTORS SHALL BE RUN IN PVC40 CONDUIT O = 6 O OVER ROOF NO CLOSER THAN 0.5°ABOVE ROOF a ~ C/) SURFACE N _J AR R POPOSED ROOF-MOUNTED PHOTOVOLTAIC Q L _ r O ARRAY.4:12(18°)SLOPED ROOF,3 PV MODULES �7 M .'-` 7 ay\,M;.' (BLACK FRAME,BLACK BACKSHEET),90°AZIMUTH Q LM (N)TRANSITION BOX,OUTDOOR,OUTPUT CIRCUIT � _ O CONDUCTORS SHALL BE RUN IN PVC40 CONDUIT Q a B OVER ROOF NO CLOSER THAN 0.5°ABOVE ROOF LLJ tLU V SURFACE f± Oe ROADWAY Q PROPOSED ROOF-MOUNTED PHOTOVOLTAIC ® : O NRAY.4:12(18°)SLOPED ROOF,71 PV MODULES (BLACK FRAME,BLACK BACKSHEET),270°AZIMUTH 0 WAY. ROOF-MOUNTED PHOTOVOLTAIC A�RAY,4:12(18°)SLOPEDROOF,16PVMODULES ,,��aro��p� (((BLACK FRAME,9SLACK BACKSHEET),90°AZIMUTH ,�� PAUEL Rl/�. ROPOSED ROOF-MOUNTED PHOTOVOLTAIC O (BLACK FRAME LACKED ROOF, OO,7 PV ODULESAZIMUTH � ��`CENSS O?9* No 88991 m 'q•1 STATE OF 'or A'EN���• 1 SITE PLAN PV-2 SCALE:1'=10' SITE PLAN DOC ID:149759.184670- DATE:12/18/20 CREATOR: REVIEWER: REVISIONS The existing structure will be adequate for supporting the additional PV dead load and wind loads. p�/_� THIS LAYOUT IS SUBJECT TO CHANGE DUE TO ROOF OBSTRUCTIONS V BUT PANELS ARE NOT ALLOWED TO BE PLACED IN THE FIRE SAFETY PATHWAYS. f_ PM1.37 MODULES GENERAL ELECTRICAL NOTES P-149759 I I 3 /-PV MODULE MICRO' REF, OTY. MAKEANDMODEL AMA% PTC ISO IMP VOC OF TEMP.COEFF,OF VOC FUSERATINCI UTILITY HAS 24-HR UNRESTRICTED ACCESS TOALL PM147 1 37 1 6CELLS O.PIAK DUO BLK-05315 316W 292W B.69A I BAIA 1 40,3 1 33BV I -0.113VI°C(428%rq 20A INVERTER 1 PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE 1QQz INVERTERS SERVICE ENTRANCE. REF. OTY. MAHE.N MODEL ACVOLTAGE GROUND RATED POWER MA%OJTPUT CURRENT MAXINPUTCURRENT MA%INPUT VOLTAGE CEC WEIGHTED EFFICIENCY +BIN i 18w i 51w AA HJi m ENPHASEIOI-0LL2A4 240v uxcaouxDSD 24Bw DA s.DA 4ev 2 MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. BRANCH BRANCH BRANCH DISCONNECTS OCPDS CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS ©© I REP. QTY. MAKEANDMODEL RATED CURRENT MAXRATEDVOLTAGE REF. OTY. RATED CURRENT MAX VOLTAGE 3 SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(1)AND ASW7 t EATONDG222NRB OREQUM. 60A 24OVAG CB7-2 2 20A 240YAC ARTICLE 310,10 D. On1 20A 240VAC ( ) j I I FI-z 1 z 1 soA avgc CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE - i SYSTEM UMMARY NOTES 4 SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE GRANO I I BRANCH2 BRANCH3 THE DC AND AC CONNECTORS OF THE ENPHASE 107-00.2-US AND ARE LISTED TO MEET REQUIREMENTS ASA DISCONNECT MEANS AS ALLOWED BY NEC 310.10(C), �y INVERTERS PER BRANCH 16 18 5 690.15(A}MATING CONNECTORS SHALL COMPLY WITH NEC ,17( EC 69E). ` IL� JUNCTION BO%E9 AY AC CURRENT 8A 6A SA GROUNDING NOTES L1J A%ACOUTPUT 3,B40w 3,840W 1,200W HEENPHASE 107-062415 HAS ACLASS II DOUBLE-IN9UlATED RATING AND OOE9 NOT REQUIRE GROUNDING ELECTRODE CONDUCTORS(GEC)OR I--• J81.2 ARRAYSTCPOWER 11.B55w B EOUIPMENTGROUNDNO CONCUCTOR9(EGCI,THE RATINOINCLUDES GROUND FAULTPROTECTION(OFP).TO SUPPORT GFP,USE ONLY PV MODULES (f) z ARRAY PTC POWER B,e11w SOmPPEOWITHOC CABLES LABELED PV WIRE ORPVCABLE, ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE ]— CV 1 MAX AC CURRENT 37A ®ENPHASE SYSTEM MEETS REQUIREMENTS FOR PHOTOVOLTAIC RAPID SHUTDOWN SYSTEM(PVRSS),AS PER 890.12. 1 L 3 IRXAC POWER OUTPUT B,BBOW REQUIREMENTS OF NEC ARTICLES 250&690 C0 ERATEOAC Po4YER OUTPUT 8,830W MCROINVERTER BRANCH CIRCUIT CONDUCTORS ARE MANUFACTURED ENPH42E 0 CABLES USTEO FOR USE IN 20A OR LESS CIRCUITS OF ENPHASE IQ PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS l� M AC COMBINER �MICROINVERTERS.THEY ARE ROHS,OIL RESISTANT,AND UV RESISTANT.THEY CONTAIN TWO 12 AWG CONDUCTORS OF TYPE HHWTHwN2 DRY/WAND USING MODULE LUGS OR RACKING INTEGRATED W L_ B1 B2 B3 cERIFEDrouL3a03ANouLB7o3. 2 GROUNDING CLAMPS AS ALLOWED BY LOCAL JURISDICTION. -J r� OA OA OA Cl UNGROUNDED SYSTEM DC CONDUCTORS SHALL BE COLOR-CODEDAS FOLLOWS.DO P081TIVE SHALL BE RED(OR WRIGED RED)AND DO NEGATIVE SHALL BE 4 ®BLACK(OR MARKED BLACK) ALL OTHER EXPOSED METAL PARTS SHALL BE GROUNDED CL USING UL-LISTED LAY-IN LUGS. PV DISCONNECT REQUITAL ENCLOSURES,RACEWAYS,CABLES AND 25D AND EQUIPMENT CONDAL UCTORS SHALL OF BE MENTSIZED ACCORDHALL ING GROUNDED TNEC9OEA).HE INSTALLER SHALL CONFIRM THAT MOUNTING SYSTEM HAS CV .J ®REQUIRED NO ELECTRODE RODE)ANDSYSTEM M RT III SHALL A HERE TO NEC 69 ATAN TENT GROUNDING CONDUCTORS G ELECTRODE T ODE SHALL BE SIZED D NEC ACCORDING THE GROUNDINO ELECTRODE 6VBIEM SHALL ADHERE i0 NEC 690A7AN0 NEC 250.169.HEDC GROUNDING ELECTRODE SHALL BE SIZED gCCORDING TO NEC BEEN EVALUATED FOR COMPLIANCE WITH U12703 LC> _ SW1 250.166AND INSTALLED IN COMPLIANCE WITH NEC 250.64. 3 'GROUNDING AND BONDING°WHEN USED WITH PROPOSED C) 60A 5 eMAX DC VOLTAGE OF PV MODULE 1843.OV AT 1'C(1-C•25'C)%-0.113VIC,40.29V-43.OV). PV MODULE. cf) u5 POINT•OFFCONNECTION 13 ON THE SUPPLY SIDE OF SERVICE DISCONNECT,AT CONNECTION POINT,USING LOCALLY-APPROVED ALL GROUNDING SYSTEM COMPONENTS SHALL BE LISTED [] (i50A RASP WI150A MOB) ® 4 W _ METHODS HARDWARE,IN COMPLIANCE WITH NEC 705,12W. FOR THEIR PURPOSE W PV SYSTEM DISCONNECT SHALL BE A VISIBLE KNIFE-BLADE TYPE DISCONNECT THAT IS ACCESSIBLE AND LOCKABLE BY THE UTILITY.THE DISCONNECT SHALL IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A 1`7 IV LOADS ®82 LOCATED"HINIOFTOFUTILRYMSTER.DISCONNECT SHALL BE GROUPED IN ACCORDANCE WIH NEC 230.72.GROUNDED CONDUCTOR 884LBONDED VERIFIABLE GROUNDING ELECTRODE,IT IS THE p i_ INSIDE DISCONNECT PERNEC250.2/(B)AND NEC 26024(C) 5 CONTRACTOR'S RESPONSIBILITY TO INSTALL i - ©Q CONDUCTOR AND CONDUIT SCHEDULE WIELECTRICALCALCULATIONS SUPPLEMENTAL GROUNDING ELECTRODE. = t� CURBENFCARRYM MA TEaM• AC SYSTEM GROUNDING ELECTRODE CONDUCTOR GEC TEMP.CORR CONT. OEMIEO AMP.®TERM. (GEC) ID TYPICAL CONDVCTOR CONDNTl CABLE OCODUITIC BLE OCPD EGC FACTOR FILL FACTOR CURRENT CURRENT BASSANI. AMP TEMP TEMP RATING GEC KWHR U4TDILRY rv11EfER CONDUITIGIBLE (125%) RATING 6 SHALL BE A MINIMUM SIZE#BAWG WHEN INSULATED,#6AWG 2 /12UV A3W 1 1 12AWGTHWN-tCOPPER 0.5•DIAPVCIO 4 a f2AWGTHWN-2,COPPER 0.71I55•C) 0.6 16A 20A 30A 17.04A 90•C 30A IF BARE WIRE. tLILs74 3 1 12AWOTHWN-;DGPPER OS'0.PVCd0 4 20A 12AW0 HWN-2,COPPEA 8.71(ec� �D 15A e.2sA 30A t213A Bo•c 3oA EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED `A�YPNUELRUl,=IO,� 4 1 6AWOHWN-2,COPPER OTS'DO.PVCA0 50A 10AWOHWN-2,COPPER G.T1I58'C) 1.0 37A 48.26A 75 53.25A 75•C 65A ACCORDING TO NEC ARTICLE890.45,ANDBEAMINIMUMOF 1S.••""•• •O 6 1 c vmkpvc-00 50A WA Ose(34•q t.e 37A afi.zsq 5sA B2.BA 75-C 50A 7 910AWG WHEN NOT EXPOSED TO DAMAGE,AND 96AWG \CENSF'.�2�: SHALL BE USED WHEN EXPOSED TO DAMAGE #; No 88991 '9* GROUNDING AND BONDING CONDUCTORS,IF INSULATED, — 8 SHALL BE COLOR CODED GREEN,OR MARKED GREEN IF ; STATE OF Qr 94AWG OR LARGER �'ASS�ONA�ENOA. SINGLE-LINE DIAGRAM PROJECT ID:149759 DATE: 12118/20 CREATED BY: SDT CHECKED BY: REVISIONS 1 SINGLE-LINE DIAGRAM PV-3 SCALE: NTS PV-3 SW1-DISCONNECTEACH DISCONNECTINGMEANSFOR LABELING NOTES P-149759 EATON DG222NRB O PHOTOVOLTAIC EQUIPMENT(SWI) O AC DISCONNECT(SW1) O AC SOLAR DISCONNECT(SW1) 1 ALL PLAQUES AND SIGNAGE REQUIRED BY 2014 NEC OO O AND 2015 NFPA 1 WILL BE INSTALLED AS REQUIRED. WARNING LABELS,WARNINGS)AND MARKING SHALL COMPLY DO OT TG EH WITH ANSI Z535.4,WHICH REQUIRES THAT DANGER, MSP-MAIN SERVICE PANEL TERMS. RMI i5 OBOT L1NE ND P 0 DI WARNING,AND CAUTION SIGNS USED THE STANDARD O F.M.OAO IDS 9A B ENEGIZEO I HE OPEN 2 HEADER COLORS,HEADER TEXT,AND SAFETY ALERT SYMBOL ON EACH LABEL.THE ANSI STANDARD q POStT}ON. REQUIRES A HEADING THAT IS AT LEAST 50%TALLER NEC 690.17(E) NEC 690.64 NEC 69D.13(B) THAN THE BODY TEXT,IN ACCORDANCE WITH NEC 110.21(B), OANY AC ELECTRICAL PANEL THAT IS FED BY Lu 4 BOTH THE UTILITY AND THE PHOTOVOLTAIC A PERMANENT PLAQUE OR DIRECTORY SHALL BE SYSTEM(MSP) INSTALLED PROVIDING THE LOCATION OF THE SERVICE Cn CV 3 DISCONNECTING MEANS AND THE PHOTOVOLTAIC >- SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME U LOCATION IN ACCORDANCE WITH NEC 690.56(B). C7 DUAL PO ER SOURCE.SECOND SO RGE IS W PNOTg1��Lr'AIC 8 STE i? U) LL NEC 705.12(D)(3) d O J g LO Z O ch to ' _ 0w w N 01 VCENSF•�0 �:• No88991 ••'9��; -o STATE OF t Q: '+',;,' oNA1 E SAFETY LABELS DOC ID:149759.1848 0.1 DATE:12118/20 CREATOR: REVIEWER: REVISIONS Pv-4 ROOF PROPERTIES P-149759 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) N SLOPE 4112(18.4-) MEAN ROOF HEIGHT 12.9FT DECK SHEATHING 15132'OSB CONSTRUCTION RAFTERS(2X4'S),241N OC MODULE MECHANICAL PROPERTIES MODEL Q•CELLSQ.PEAK DUO BLK•G5315 CA N DIMENSIONS(AREA) 166.31N X 39.41N X 1.31N(18.1 SQ FT) I I > WEIGHT 41.2LB Ch cr) MOUNTING SYSTEM PROPERTIES I � �! LL RAILMODEL IRONRIDGEXR100 O _ ANCHOR MODEL IRONRIDGE FM•FF2-001(FLASHED), a I I N J_ 1.021N AIR GAP _ FASTENING METHOD 3.01NCH EMBEDMENT INTO RAFTERS I I I I I I O M WITH(1)5/161N DIA.FASTENER 4B DIN(ZONES 1 AND 2) � Lo >- MAX.ALLOW.RAIL SPAN 24.01N(ZONE 3) d MAX.MOUNT SPACING 4B OIN(ZONES 1 AND 2) W_ W 24.OIN(ZONE 3) I I I H- N MAX.ALLOW. 19.2IN(ZONES 1 AND 2) CANTILEVER 9.61N(ZONE 3) GROUNDING AND INTEGRAL GROUNDING CERTIFIED I I I k I I Vr BONDING TO UL 2703 REQUIREMENTS DEAD LOAD CALCULATIONS 1 I I � f I I I TI I %%%tPNUEL R.Ij LOAD QTY LBS TOTAL LBS- _ EAVE j�W••��CENSF••02i� MODULES 7 41.2 288.6 *°; No 88991 •'9* MICROINVERTERS 7 1.1 7.6 * t WIND ZONE I WIND ZONE II WIND ZONE III LINEAR FEET OF RAIL 47 FT 0.7 32.2 STATE OF ANCHORS 17 0.8 14.0 Ft0R10P•'����, MISC.HARDWARE 3.1 3.1 pg THESE SETBACKS ARE APPL ED TO THE B 11LD N0 FOOTPRINT AHD PROJECTED TO THE PLANES OF ROOF CORNERS,TANCE IS EQUAL TO 101%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT. HRAKES H PS,EAVESICHEVER IS EMANSARDS,RND RIDR,BUT NOT LESS GES OP ROOF FACES 4%OF THE LEAST HORIZONTAL DIMENSION OR3 FEET(ACSE 7• i�� ONALE�G�� TOTAL ARRAY WEIGHT 345.5 LBS a=MAX(MIN(0.4•MEAN ROOF HEIGHT,0.1'LEAST HORIZONTAL DIMENSION),0.04•LEAST HORIZONTAL DIMENSION,3 FT) AREA NAME QTY SQFT TOTAL SOFT 3.7 FT=MAX(MIN(0.4'12,9 FT,0.1•37.3 FT),0.04.37.3 FT,3 FT) MODULES 17 118.1 126.7 ATTACHMENT POINT LOAD(345.5 LBS!17ATTACHMENTS) 20.3 LBS 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION PLAN DIST.LOAD(345.5 LBS 1128,7 SOFT) 2.73 PSF V-5.1 SCALE:1/4'=1' DOC ID: 49759-184 70.1 DATE:12/18/20 NOTES CREATOR: RAFTER LOCATIONS ARE APPROXIMATE,ACTUAL EVIEWER: 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED REVISIONS TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.1 ROOF PROPERTIES P-149759 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) SLOPE 4112(18,4') MEAN ROOF HEIGHT 12,9FT DECK SHEATHING 15132'OSB RIDGE CONSTRUCTION RAFTERS(2X4'S),241N OC I I I y�A RIDGE MODULE MECHANICAL PROPERTIES Lu MODEL Q-CELLS Q.PEAK DUO BLK-GS 315 CV DIMENSIONS(AREA) 166.31N X 39AIN X 1.31N(18.180 FT) I I f> WEIGHT 412LB I M cogd Lu MOUNTING SYSTEM PROPERTIES ��� I I I I LL RAIL MODEL IRONRIDGEXR100 I 0 _ TI RONRIDGE FM-FF2-001(FLASHED), CL O J ANCHOR MODEL 1.021N AIR GAP i Jp �[ LCV J 301NCH EMBEDMENT INTO RAFTERS FASTENING METHOD WITH(1)51161N CIA.FASTENER I � M � 48.OIN ZONES 1 AND 2) U) MAX.ALLOW.RAIL SPAN 24.01N ZONE 3) f 0 d 4B OIN(ZONES 1 AND 2) Lu Lu MAX.MOUNT SPACING 24.OIN(ZONE 3) EAVE I` N MAX,ALLOW. 19,21N(ZONES 1 AND 2) 0 CANTILEVER 9.61N(TONE 3) � GROUNDING AND INTEGRAL GROUNDING CERTIFIED WIND I WIND ZONE II WIND ZONE III BONDING TO UL2703 REQUIREMENTS DEAD LOAD CALCULATIONS �OSTANCE a THESESIETB EQUAL ACKSAREAPPLIEDTOTHEBUILDNGFOOTPRINTANODPROdEC EOSION R 40%OF THE MEAN TOTHEPLANESOFROOPCORNER5F HEIGHT,NRAKESVHPS,EER IS AVESEMANSARDS,ANDRI R,BUT NOT LESS GESOFROOFFACES HORIZONTAL DIMENSION Oft3 FEET(ACSE7- ,+++PNUELRUjj��.�� LOAD - CITY LBS TOTAL LBS a!MAX(MIN(0.4'MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0.04-LEAST HORIZONTAL DIMENSION,3 FT) ;��C1;•��CE NSFN��2 MODULES 16 41.2 659.6 3.7 FT=MAX(MIN(0.4'12,9 FT,0.1 37.3 FT),0.04.37.3 FT,3 FT) :* No 88991 '9* MICROINVERTERS 16 1.1 17.3 LINEAR FEET OF RAIL 181 FT 0.7 122.6 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION =A°• STATE C F :'mc �. t . ANCHORS 54 0.8 44.4 V-5. SCALE:3116'=1' ',Y,%X<•oR10P•G���:`, MISC.HARDWARE 8.1 8.1 4S�ONAL EN+++ TOTAL ARRAY WEIGHT 852.2 LBS AREA NAME. QTY SQFT TOTAL SOFT MODULES ,e ,8.1 269.6 ATTACHMENT POINT LOAD(852.2 LBS 154 ATTACHMENTS) 15.8 LBS PLAN FIST.LOAD(852.2 LBS 1289.6 SOFT) 2.94 PSF DOC ID,149759-184670-1 DATE:12118/20 NOTES CREATOR: RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED REVISIONS TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.2 ROOF PROPERTIES P-149759 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) SLOPE 4112(18.4') MEAN ROOF HEIGHT 12FT DECK SHEATHING 15132'OSB CONSTRUCTION RAFTERS(2X4'S),241N OC MODULE MECHANICAL PROPERTIES Lli MODEL Q-CELLS Q.PEAK DUO BLK-G5 315 I'-' DIMENSIONS(AREA) 166.31N X 39AIN X 1.31N(18.1 SQ FT) W C14 WEIGHT 141.2LB LO W F- co MOUNTING SYSTEM PROPERTIES I 3 LL RAIL MODEL IRONRIDGEXR100 O = ANCHOR MODEL IRONRIDGE FM-FF2-001(FLASHED), ( �' O J 1.021N AIR GAP N J FASTENING METHOD 3 0 INCH EMBEDMENT INTO RAFTERS 1 I I I O LO M I M WITH(1)61161N DIA.FASTENER a y MAX.ALLOW.RAIL SPAN 4801N(ZONES'AND 2) �\I I I iA (n LO _ 24.OIN(ZONE 3 MAX.MOUNT SPACING 48 01N(ZONES I AND 2) I I 0 W 24.0(ZONE 3) I I 1= ICI (( + CANTILEVER B.61Nr(ZONE 3)1 AND 2) I ! GROUNDING AND INTEGRAL GROUNDING CERTIFIED BONDING TO UL 2703 REQUIREMENTS ! 1 I DEAD LOAD CALCULATIONS 1 1I o` p1UEL RU LOAD QTY LBS TOTALLBS ',,•••Ns `.��y� �GENgF• O,y MODULES 3 41.2 1237 I � I I I d*;' No 88991 •'9*'- 1GROINVERTERS 3 1.1 3.2 EAVE * - LINEAR FEET OF RAIL 34 FT 0.7 23.3 �: STATE OF ;�¢ ANCHORS 12 0.8 9.9 %0�F F<ORIQP''�a�` MISC.HARDWARE 2.0 2.0 WIND ZONE I WIND ZONE II WIND ZONE III ''�S,r�ONAL t 0' TOTAL ARRAY WEIGHT 162.0 LBS AREA NAME QTY SQFT TOTAL SOFT DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- MODULE9 13 118.1 54.3 10),THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. ATTACHMENT a=MAX(MIN(0.4-MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0.04'LEAST HORIZONTAL DIMENSION,3 FT)POINT LOAD(162.0 LBS 112 ATTACHMENTS) 13.5 LBS 3.7 FT=MAX(MIN(DA 12.0 FT,0.1'37.3 FT),0.04 37.3 FT,3 FT) PLAN DIST.LOAD(162.0 LBS 154.3 SOFT) 2.98 PSF DOC ID:149759.184670-1 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION) DATE:1z1 B1z0 NOTES CREATOR: RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL V-5.3 SCALE:318'=1' REVIEWER: LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE REVISIONS MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.3 ROOF PROPERTIES P-149759 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) SLOPE 4112(18.4°) MEAN ROOF HEIGHT 12.9FT DECK SHEATHING 15/32°OSB CONSTRUCTION RAFTERS(2X4'S),241N OC RIDGE { I 1 I I 1 I MODULE MECHANICAL PROPERTIES L1I MODEL Q-CELLS Q,PEAK DUO BLK-05 315F'- DIMENSIONS(AREA) 166.31N X 39.41N X 1.31N(18.1 SQ FT) I I I 1 I } N WEIGHT 141.2LB U) L i I co MOUNTING SYSTEM PROPERTIES zil yA Lu U) I I ' I 11 1 1 1 1 1 1 LL RAIL MODEL IRONRIDGE XR100 Q ANCHOR MODEL IRONRIDGE FM-FF2.001(FLASHED), CL � J1.021N AIR GAP CV J3 0INCH EMBEDMENT INTO RAFTERS I Q LC)FASTENING METHOD WITH(1)6/161N DIA.FASTENER 1M �f I O2 MAX.ALLOW,RAIL SPAN48.OIN(ZONES 1 AND 2 U)24.OIN(ZONE 3) I � I I � I I { � MAX.MOUNT SPACING 24 OIN(ZONE 3)ZONES 1 AND 2) N EAVE MAX,ALLOW, 19,21N(ZONES I AND 2) 7 CANTILEVER 9.61N([ZONE 3) BONDING GROUNDINGAND INTEGTOUL2703 EQUIREMENTSL GROUNDING TIFIED WIND ZONE I WINDZONEII WIND ZONE III (' DEAD LOAD CALCULATIONS DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- UEL R���''�i 10).THESE SETBACKSARE APPLIED TO THE BUILDING FOOTPRINTAND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. ,`�3 PN••••••u7j0 LOAD QTY LBS TOTAL LBS o=MAX(MIN(0.4-MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0,04-LEAST HORIZONTAL DIMENSION,3 FT) I,`X..:�,\CE NgF•�O,`� MODULES 11 41.2 453.5 3.7 FT-MAX(MIN(0.4'12.9 FT,0.1'37.3 FT),0.04.37.3 FT,3 FT) :*; No 88991 MICROINVERTERS 11 1.1 11.9 LINEAR FEET OF RAIL 74 FT 0.7 $0.5 :a STATE OF :¢: 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION ;� •, •w ANCHORS 23 0.8 18.9 V-5.4 SCALE:3/16°=1' %OAF FlpR10P•:\�`�;� MISC.HARDWARE 4.3 4.3 �'�sr7pNAl E�G`� TOTAL ARRAY WEIGHT 539.1 LBS AREA NAME QTY- SOFT TOTAL SQFT_ MODULES Ill 118.1 199.1 ATTACHMENT POINT LOAD(539.1 LEIS 123 ATTACHMENTS) 23.4LES PLAN DIST.LOAD(539.1 LBS/199,1 SOFT) 2.71 PSF DOC ID:149759.1846 0.1 DATE:121 8120 NOTES CREATOR: RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: 1 MAY NED TO ADJUST MOUNT LOCATIONSOONS MAY DIFFER AND C.IIN O CASE SHALL THE REVISIONS MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.4 MOUNTING SYSTEM NOTES P-149759 FLASHING SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS. IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED HERE AND INSTRUCTIONS CLAMPING ZONE 2 PROVIDED BY A MANUFACTURER,THE MANUFACTURER'S INSTRUCTIONS SHALL SUPERCEDE. LLJ /-- W CV �1 ROOF FRAMING RONRIDGE UNIVERSAL FASTENING OBJECT � Ch PVMODULE IRONRIDGEXR100RAIL W L- Ch '\ PVMODULE [n I-- � IRONRIDGE FLASHFOOT2 p Q' N J Ln 2 B COMP.SHINGLE- G /L Q M ROOFING SLIDE FLASHING U) LO >" PV-6 UNDER THE 3RD = COURSE OF SHINGLES CL W_ W ROOF UNDERLAYMENT �ROOf FRAMING F— N ROOF DECKING /' LAGISTRUCTURALSCREWS EMBEDDED INTO ROOF FRAMING () 0 RACKING ELEVATION(TRANSVERSE VIEW) ATTACHMENT DETAIL(TRANSVERSE VIEW) %%PAUEL Rb�, PV-6 SCALE: NTS PV-6 SCALE: NTS o•�\CENs'-.0�'% No 88991••�'9m' PVMODULE ^ o STATE OF IRONRIDGE UNIVERSAL /'IRON RIDGE UNIVERSAL PVMODULE %� .�. FASTENING OBJECT /----"� / FASTENING OBJECT /' ��0 .' �ORIOP•'IRONR DGE WITH STOPPER SLEEVE XR1001RAIL G ,� /�";,"I'CINAL Ea�%', IRONRIDGE END CAP I ,����� ���", i is COMP.SHINGLE ROOFING - I i IRONRIDGE XR100 RAIL-/ COMP.SHINGLE-1 � ------ IRONRIDGE2 ATDETAMSNT '------ -- - - - - -'------ - - - - - - - ROOFING FLASHF00T IL ROOF DECKING DOC ID:149759.184670-1 INSTALL FLASHING DATE:12/18120 -" i F---ROOF FRAMING SPACING I ATTACHMENT SPAN I ROOF FRAMIN ROOF UNDERLAYMENT CREATOR: G ROOF DECKING-', � REVIEWER: ROOF FRAMING ''�___--�� LAG/STRUCTURAL SCREWS EMBEDDED INTO ROOF REVISIONS FRAMING RACKING ELEVATION(LONGITUDINAL VIEW) rD ATTACHMENT DETAIL(LONGITUDINAL VIEW) PV-6 SCALE: NTS PV-6 SCALE: NTS PV-6 1 GENERAL NOTES P-149759 ROOF ACCESS POINTS SHALL BE DEFINED AS AREAS WHERE FIRE DEPARTMENT LADDERS ARE NOT PLACED 1 OVER OPENINGS(WINDOWS OR DOORS I,ARE LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION,AND Z ARE IN LOCATIONS WHERE THEY WILL NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS(TREE LIMBS,WIRES, OR SIGNS).(NFPA 111.12.2,2.1.3) 2 3 PHOTOVOLTAIC MODULES SHALL BE LOCATED NO CLOSER THAN 1.112 FEET TO A HIP ORVALLEY IF MODULES ARE TO BE PLACED ON BOTH SIDES OF THE HIP OR VALLEY.WHERE MODULES ARE LOCATED ON LLJ ONLY ONE SIDE OF A HIP OR VALLEY OF EQUAL LENGTH, f-- 1 THE PHOTOVOLTAIC MODULES SHALL BE ALLOWED TO C/) N BE PLACED DIRECTLY ADJACENT TO THE HIP OR VALLEY.(NFPA 111.12.2.2.2.1.3) 3 PHOTOVOLTAIC MODULES SHALL BE LOCATED NO LESS M M THAN 3 FT BELOW THE RIDGE.(NFPA 111.12.2.22.2) LLJ I-- LLLL nY 2 6 1O 1.5 FT.WIDE FIRE ACCESS PATHWAY 'r. C14 J 2 O ROOF ACCESS POINT L _ wi: Ch PV MODULES INSTALLED ON ROOF WITH IRONRIOGE � 5 3 ROOF MOUNTING SYSTEM.THE MOUNTING SYSTEM IS O LO >- O3 UL 1703 CLASS A FIRE RATED ON A 4112 SLOPED ROOF U) _ 3 5 Q-CEWHELLS Q.PEAK DUO BLK-05 315 IS TYPE INSTALLED WITH TYPE 1 OR 2 1 LES.THE �LLJ Lu O15 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 F N 11,1222.2.1.3 ;J, O3.0 FT.WIDE SMOKE-VENTILATION SETBACK,PER NFPA 111.12.2.2.2.2 ct� q , O ROADWAY TOTAL PLAN VIEW ARRAY AREA IS635.OSQ.FT,WHICH 1 1 REPRESENTS(1900.4 SQ 33.4%OF TOTAL PLAN VIEW ROOF AREA `,%N"tIOEL RU1jli, THIS SYSTEM UTILIZES MICROINVERTERS.THERE ARE .`��`'�\CENSF'0'y�% 2 2 8 NO DC CIRCUITS OUTSIDE OF THE ARRAY PERIMETER No 88991 'n OR INSIDE THE BUILDING. 2 2 CABLES,WHEN RUN BETWEEN ARRAYS,SHALL BE 9 ENCLOSED IN CONDUIT. �: STATE OF 1 3 F �c o..... fsS/ONA L E,,SN 1 FIRE SAFETY PLAN PV-7 SCALE:1•=10' FIRE SAFETY PLAN DOC ID:149759.184670-1 DATE:12118/20 CREATOR: REVIEWER: REVISIONS Pv-7 • , `s 11111111//e/ r`o�d.......*RFY' Chi '�%� �p:r: 1 0 to m n:m=_ _ ..._ 'r-0 O y;a_ powered by r *.�.4 �% MECHANICALSFECIFIGATIDUD a„srn„IN1Nr Famal 66.31n x 39.4In x 1.261n(Including frame) (1685mm x 1000mm x 32mm) y Weight 0.13 ths in m k81 is Front Cave 0.13 in(3.2 mall thermally pre-stressed glass with anti-reflection technology Back Care Camposlte film Fmme Black aneclued aluminum [ 0 Call 6 x 20 monocrystalline O.ANTUM solar halfcells Junction boa 2.76-3.35 in x 1.97-2.76in x 0.51.0.83 in (70-85 mm x 50-70mm x 13-21 mm).dectintralired,IP67 ' Cable 4mm2 Solar cable;(+)x43.3 in(1100 mm),I-)a43.3 In(I 100mm) Connector Multi-Contact MC4,IP68 ' D ' POWER CLASS 300 305 310 315 320 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC-(POWER TOLERANCE+5 W/-O W) Power at M,PP1 P,e, B41 300 305 310 315 320 Short Clrwh Carrion' 6 IA] 9.72 9.70 9.83 9.69 9.94 Open Circuit VDIUge' Vs IV] 39.48 39.75 40.02 40.29 40.56 Carlml at"PP Im [A] 9.25 9.31 9.36 9.41 9.47 voltage at MPP V,e• IV] 32.43 32.78 33.12 33.46 33.80 The new Q.PEAK DUO BLK-135 solar module from Q CELLS impresses with ENIclency' n 1%] 217.8 218.1 218.4 x18.7 z19.0 its outstanding visual appearance and particularly high performance MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS.NMOT2 on a small surface thanks to the innovative Q.ANTUM DUO Technology. Power at MPP P„, IW] 224.1 227.E 231.6 235.3 239.1 Q.ANTUM's world-record-holding cell concept has now been combined Short Circuit Current Ix (Al 7.83 7.88 7.92 7.97 8.01 Dpom17 with state-of-the-art circuitry half cells and a six-bushar design,thus Dennistartan Voltage V. W] 37.28 37.32 37.37 37.41 37.45 Cue et NPP I,a. [Al 7.28 7.32 7.37 7.41 7.45 achieving outstanding performance under real conditions-both with - - Voltage at MPP V,•e IV] 30.78 31.11 31.44 31.76 32.08 low-intensity solar radiation as well as on hot,clear summer days. Meewrem at tal-P,, .3%:1,11:5%at STC,IaOOWlm'.25a2C,AM 1.5G awa,olis w IEC 6D9o4J'800 W/mr,NMOE._n,AM 1.5G 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE O.ANTUM TECHNOLOGY.LOW LEVELIZED COST OFELECTRICITY Aurosl9g%ornominalwwnraudngnRlyear. '" --r-----r-----r--- GGGG _ a.� Hlgheryield per surface area,lower BOS costs,higher power Z• Thareahe,an-0.54%degmdatlonperyem o + Atlaast93.1%onnhInaIPpowatup to ycer... ,• __�____-� classes,and an efficiency rate of up to19.3/. AtlWstasxnrnaminatpawarwlpzsyeara. ; , • All data within measurement tolerances. m --r---- ----- -----;----- r INNOVATIVE ALL-WEATHER TECHNOLOGY EFull war-tiesin accordance with the wananry m ,a Optimal yields,whatever the weather with excellent low-light ` terms of the QCELLS set.amanlaatioq of your nrespective country. and temperature behavior. ENDURING HIGH PERFORMANCE .16 typical modulo performance under I=Imemanco candmans In .`.'",.::m.�......-au fW° ..pad.to STCc.dltiaaa(25C,1000WIM. IA' Long-term yield security with Anti LID Technology, QCELLS Anti PID Technology',Hot-Spot Protect and Traceable Quality Tra.QTM. Tor-v ti TEMPERATURE COEFFICIENTS ® Temperature CooNlclem of 1, G I%/Kl +0.04 Temperaturn Caefflclem of e .p 1%/Kl -0.28 6 EXTREME WEATHER RATING "•0t Temperature CoafficlemofP_ V I%/K) -0.37 Normal Operating Nodule iemparatum NMOT 1•F] 109 a:5.4(43:3•C) 4 2018 High-tech aluminum alloy frame,certified for high snowU-ZOPERTIES-FO0SYtTEMbESIGN 1 (540OPa)and wind loads(4000Pa)regardingIEC. ; Maalmum System Voltage V„s M ]000(IEC)/1000(UU Safety class II -�\ Malimuv Sodas Fuse Raring (ADC] 20 In.Rating C(IEC)/TYPE I(UL) a A RELIABLE INVESTMENT /� `. -s Man,D.,Ip Lead,Push/Pull(ULY 8b1A4r] 75(3600 Pa)15 5(2667 Pal Pereltbadmaddetemporal- -407upta+I857 / ,:tie m`, - Inclusive 12-year product warranty and 25•year owalm.Taeroa 4 oncantinoomduty (-401Cupt.+85•C) linear performance guarantee2. k si =�:� 1 Mx.Tnt Load,Path/Pall(ULF Hbsm•1 113(5400Pa)184(4000Pe) 2 See Installation manual STATE OF THE ART MODULE TECHNOLOGY ,to.4W32587 -_- 1 1 10ERTIFICATES PA OAMA7JOK Q.ANTUM DUO combines cutting edge cell separation UL 1703;VDE QualityT.led;CE-compliant: Numberal Modeloa par Pallet 32 IEC 61215:2016;IEC 61730:2016.Application cans A - and Innovative wiring with Q.ANTUM Technology. ppr rise conditions according to P F/ S Namaber o1 Pa11aU per S3'Traiter 30 ¢y IEC/T562804.1:2015, \ \ `�n Nvmberof Pallets per40'High Cuba Container 26 H method B(-1500V,168 h) D E C�•us Pellet Dimemions R.x W x H) 69.31n x 45.3 in x 46.9In 73sF a See data sheet on rear for further ,.,,,. (1760mm x 1150 her x 1190mm) THE IDEAL SOLUTION FOR: information. Pallet Weight 14151bs(642 kg) o NOTE:Installation Instructions mint to followed.See the Installation and operating manual or contact our technical senice caprtment far farther Information on appreve'd Installation and vac ®,00eterttel oyin n uddh%: of this product. g R0mrhaGt1-entelDIna. rC300 Spectrum Center Drive.Suite 1250.IMne.CA 92618,USA I Ttt+l 949 748 59 961 EMAIL Inqulry6us.q-cetis.com I Y!N www.gtella.us Engineered in Germany O rC LLS • • llllllllllf//f,, .�O�d• ♦q�.yr% �0'o D 0 2, Data Sheet �i,'Y�cFR *Sy- % Enphase IQ 7 and IQ 7+Microinverters I,,,nl Enphase Microinverters INPUTDATA(DC) IQ7.60-2-USII07.60-B-US IQ7PLUS-72-2-US I IQ7PLUS-72-B-US Region:AMERICAS Commonly used module pairings` 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72cell PV modules Maximum Input DC voltage _ 48 V 60 V Peak power tracking voltage 27V-37V 27V-45V Operating range 16V-48V 16V-60V Min/Max start voltage 22 V/48 V 22 V/60 V Max OC short circuit current(module Ise) 15 A 15 A Enphase The high-powered smart grid-ready Overvoltage class DC port It 11 Enphase lQ7 Micro-and Enphase lQ7+Micro" DC port backfeed current 0A 0A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; IQ 7 and IQ 7+ dramatically simplify the installation process while AC side protection requires max 20A per branch circuit achieving the highest System efficiency. OUTPUT DATA(AC) IQ 7 Mlcrolnverter IQ 7+Microinverter Microinverters Peak output power 250 VA 295 VA Part of the Enphase IQ System,the IQ 7 and Maximum continuous output power 240 VA 290 VA IQ 7+Microinverters Integrate with the Enphase Nominel(L-L)voltage/range' 211264V ?e3iz9v 211264V 183-229V IQ Envoy",Enphase IQ Battery'",and the Enphase Maximum continuous output current 1.o A(24o V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Enlighten'monitoring and analysis software. Nominal frequencrequency 6o-6 47 6 Extended frequency range 47.68 Hz 47-68 Hz IQ Series Microinverters extend the reliability AC short circui(fault current over3cycles 5.8Arms 5.8Arens Maximum units per 20 A(L-L)branch circulN 16(240 VAC) 13(208 VAC) 13(240 VAC) 11(208 VAC) standards set forth by previous generations and Overvoltage class AC port III III undergo over a million hours of power-on testing, AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 enabling Enphase to provide an Industry-leading Power factor(adjustable) 0.851eading...0.851agging 0.85 leading...0.65lagging Warranty of Up to 25 years. EFFICIENCY @240 V @208 V @240 V @208 v Peak efficiency 97.6% 97.6% 97.5% _ 97.3% _ CEC weighted efficiency 97.0% 97.0% 970% 97.0% MECHANICAL DATA Ambient temperature range -40-C to+65•C Relative humidity range 4%to 100%(condensing) Easy to Install Connector type(IQ7.60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTx with additional Q-DCC-5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS•72-B-US) Friends PV2(MC4 lntermateeble). //�• 5 << Lightweight and simple Adaptors for modules with MC4 or UTx connectors: f '.'i:i,t 1°/>•• •Faster installation with Improved,Ilghtertwo•wire cabling -PV2 to MC4:order ECA-S20-S22-PV2to UTx:order ECA-S20-S25 Built-In rapid shutdown compliant(NEC 2014&2017) Dimensions(WxHxD) 212 men x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 lbs) I Productive and Reliable Coaling Natural convection-No fans Approved for wet locations Yes •Optimized for high powered 60-cell and 72-cell•modules Pollution degree PD3 •More than a million hours of testing Enclosure Class II double-Insulated,corrosion resistant polymeric enclosure •Class ll double-insulated enclosure Environmental category/UV exposure rating NEMA1ype6/outdoor •UL listed FEATURES o Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Smart Grid Ready 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 •Complies with advanced grid support,voltage and disconnect required by NEC 690. • .+' frequency ride-through requirements Compliance CA Rule 21(UL 1741-SA) -- -- -- --- Remotely updates to respond to changing UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B,ICES-0003 Class B, grid requirements 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 •Configurable forvarying grid profiles NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC •Meets CA Rule 21(UL 1741-SA) and DC conductors,when Installed according manufacturer's Instructions. U The le 7+Micro is required to support 72-cell modules. 1.No enforced DC/AC ratio.See the compatibility calculator at httoc//ehohose com/en"us/sunoort/modelncamnotih Iity. 2.NominoI voltage range can be extanded beyond nominal if required by the utility. 3.Limits may vary.Rater to local requirements to donne the number of microinvaners per branch In your area. EN PHAS E. To learn more about Enphase offerings,visit enphase.com EN PHAS E. To learn more about Enphase offerings,visit V 0 2018 Eniphose Energy.An rights reserved All imcfernarks or brands used arethe propanyofEnph.se Energy,Inc. v 2078-11.19 `gyp^ ..*.,o fm9m^ MOMr:O O aOO �FFR•....... �. ®��IRONRIDGE Flush Mount System _ XR RailsO XR10 Rall XR100 Rail XR1000 Rail Bonded Splices A iow-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. r 6'spanning capability B'spanning capability 121spanning capability Self-drilling screws Moderate load capability Heavy load capability Extreme load capability Varying versions for rails Clear and black finish Clear and black finish Clear anodized finish Forms secure bonding pan. Clamps&Grounding e ��_.. —•---, _—._ _-...._ '_, UFOs Stopper CAMO Grounding Lugs i� ---J erSleeves a Universal Fastening Objects Snap onto the UFO to turn Bond modules to rails while Connect arrays to bond modules to rails, into a bonded end clamp. staying completely hidden. equipment ground. Fully assembled&lubed Bands modules to rails Universal end-cam clamp Low profile Single,universal size Sized to match modules Tool-less Installation Single tool Installation Clear and black finish Clear and black finish Fully assembled Mounts in any direction Built for solar's toughest roofs. Attachments O IronRldge builds the strongest mounting system for pitched roofs in solar.Every component has been tested to the limit and proven in extreme environments. FlashFoot2 Conduit Mount Slotted L-Feat Bonding Hardware Our rigorous approach has led to unique structural features,such as curved rails and reinforced fleshings,and Is also why our products are fully certified,code compliant and backed by a 25-year warranty. J I AR Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails structural performance. available In most states. with superior waterproofing, strut,or junction boxes. attachment. to roof attachments. Twist-on Cap eases Install •Twist-on Cap eases Install Secure rail connections T&Square Bolt options Wlnd-driven rain tested Wind-driven rain tested Slot for vertical adjusting Nut uses 7/16"socket ' Class A Fire Rating Design Assistant MITI and black finish Secures 3/V or l"conduit Clear and black finish Assembled and lubricated Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof, create,share,and price projects. Resources —_ _. __ Design Assistant ,r„ NABCEP Certified Training LIL 2703 Listed System 25-Year Warranty Go from rough layout to fully NABCEP Earn free continuing education credits, Entire system and components meet Products guaranteed to be free _ engineered system.For tree. while learning more about our systems. newest effective UL 2703 standard. M of impairing detects. Go to IronRidge.com/design Go to IronRidge.com/training ,��,,,Irrrrrrrrr �zt�0"•D ••c•%92C� �D CA m rt m /��IRONRIDGE FlashFoot2 Installation Features ' 'rrnnnt�� The Strongest Attachment in Solar Q ;r:. Alignment Markers IronRldge FlashFoot2 raises the bar In solar roof protection.The unique water seal design is both Quickly align the flashing with chalk lines to find pilot holes. elevated and encapsulated,delivering redundant layers of protection against water intrusion.In addition,the twist-on Cap perfectly aligns the rail attachment with the _ 's �4. ! � 4F lag bolt to maximize mechanical strength. '; � �., ! OB Rounded Comers Makes it easier to handle and Insert under the roof shingles. Reinforcement Ribs Toftli-On Cap - Help to stiffen the flashing and prevent any bending or Mrt,Fcot2's unique Cap design encapsulates = crinkling during installation. ttoho bolt and locks Into place with a simple4K Three-Tier Water Seal f tWis 1me Cap helps FlashFoot2 deliver i FlashFoot2's seal architecture utilizes three �70 1 g1tr structural strength,by aligning layers of protection.An elevated platform 1 taand lag bolt In a concentric - I" _ diverts water away,while a stack of rugged odpath• components raises the seal an entire Inch. The seal Is then fully-encapuslated by the Cap.FlashFcot2 is the first solar attachment i-- •- to pass the TAS-100 Wind-Driven Rein Test. Benefits of Concentric Loading 1200 a1000�unFoon Traditional solar attachments have a — horizontal offset between the rail and lag 800, aFI.hFoa V if'Laat�na Comp.11lor bolt,which introduces leverage on the lag o. 600' bolt and decreases uplift capacity. t5 aoo �Y Low-cool Compallror FlashFoot2 is the only product to align the 200 rail and lag bolt.This concentric loading design results in a stronger attachment for o 1 z a ' the system. Rail-to-Lag Offset(In) Testing&Certification Structural Certification Designed and Certified for Compliance with the International Building Code&ASCE/SEI-7. g4wo Socket Size Ap 9ttm-design lag bolt allows I I I' Water Seal Ratings )Kbltbinstall FlashFoot2 with Water Sealing Tested to UL 441 Section 27"Rain Test"and TAS 100.95"Wind Driven Rain Test"by Intertek. t1%We 7/16"socket size txdtlmt other Flush Mount Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. S'9tan components. Water Shedding Design UL 2703 An elevated platform diverts water away from the water seal. Conforms to UL 2703 Mechanical and Bonding Requirements.See Flush Mount Install Manual for full ratings. ®fir®