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HomeMy WebLinkAbout22-3529City 1 as\ C� 5335 eighth Street Zephyrhills, FL 33542 ELF ' -00 529-2022 Phone: (313) 730-0020 Fax: (31 ) 780-0021 Issue crate: 01l2612022 Permit Electric 1t/Misc 24 26 210090 00000 0410 3137 Moulden Hollow Drive tl�t\� t Dame: " SZCZEPEK JOSEPH &BUTLER Permit Type: Electric Service Replacementttt� Contractor: T ITAN SOLAR PC?�fV�� FL AYANNA M j Class of Work: Add/Alter Residential INC Address: 3137 Moulden Hollow Dr Building Valuation: $23,800.00 ZEPHYRHILLS, FL 33540-7404 Electrical Valuation: $7,200.00 PyMechanical Valuation: hon` (313) 843 4971 Plumbing Valuation: Total Valuation: $36,000.00 Total Fees: $260.00 Amount Paid: $260.00 Cate Paid: 1/26/2022 10:57:25AM 4—Z r Erespectthe greater,local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is 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 management,entities such as water Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordi. 'Al BEFORE C.O. * OCCUPANCY BEFORE C.O. dr a' CONTf2ACTQR SIGNATURE 7iF' ISOM"1110N, PlEfTOFFICE THOUT APPROVEDINSPECTION CITY OF N" UILDING ZEPHYRHILLS EPARTMENT "OTICEc)3 2?­ THIS JOB HAS NOT BEEN COMPLETED. The followin I g additions or corrections shall be mode before the job will be accepted. E "1 4 It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONSARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve 780-0020 ,/' 0Rr.F.*SPECTlON the installation, / OFFICE HOURS 8:00 AM - 4:30 PM MOO. -FRB. INSPECTOR - c Data Re:. rti� � - 'Te C?taptecl fol ix.("Rnj44lR s & c I it / t v � a •f.•1 "4 1 11 'f" d Y 'f "T SZCZEPEK JOSEPH 813 843 4971 Ow'net" Nand ,._�UTC:ER 1dX.AN ddi tvi € caner Phone Number d,. £}•fuser's Address ^3-137 MOULDEN HOLLOW CJ.RIVE, ZEPHYRHILLS, FL ,5 t 4W Owner Phone °*hamper �.�. Fee Simple TIYIelloIdor Nam .. € Owner Phone NurtTher ._ .... _. __ .... Fee Simple Tjkhoider Address JOB ADDRESS �•» 3137 MOULDEN HOLLOW DRIVE ZEPHYRHILLS FL 33540I LOT 9 .._.. w ••,» •,•,,. ........_. .- .-m._ _.._ .._.-_ ............ ......_.__.- - .....:.,... ........._.n HIDDEN RIVER PHASE ONE 24 26 21 0090-00000-0410 SUBDIVISION !'ARGIL li}# (OeTAIW V 'RAM PROPrRT 1 TAX NOMCE, WORK PROPOSED W V tONSTR ,+ ADP/Al- IS!> _ N N .TAIAI '"EPAn R c [-"'i - SOLARPV iTNSTAtCATYON' .`" PROPOSED USE ��� <.�R �._� ��•.;�a [ �--_.� trlrt�� �" I TYPE OF CONSTRUCTION � -...�� RiO-..K F-1 FRAME DESCRIPTION OF: WORK SOLAR PV INSTALLATION SJkLDiNG SIZE 4,..... SQFOOTAGE ;. ,_......... HEIGHT t _.. .._ .....„,, I E 1.LDI G ....� ._4- `u`ALUAT. ONQF1 )TAl. ;CNSTR'l",TIE??J ELFCTR3CAt. " AN' > clEr `(CE i N �U:.[_::: £ d;.:. -::Y ..k. 'A, k E u.. ....W....! t✓ILCHANIi1.AL a 1V,AI, UA" ION OFNiEGHANiCAt INS II%Lt,a F1,0N F 1N! b H E D Fi 0 0 R EI.LVA T"',0 NS I� ,_. i-". 00D eONty AREA �. �yll's Nu ... KIILDER COMPANY ;ztGhtATU£TE stesiIisrze.. s Address - f1 ense9 _. y ELECTRICIAN" COMPANY SIGNATURE 7 Address PLUMBER.. COMPANY j Im» w �.7 SINATt,FftE ..__.._,r Rr.c.�sRrc `r r. t.,>+ ::. Address MECHANICAL COMPANY 1. _... SlCdNATlik'�E � � r"zE.,EST�Rs� -- � :Y �� rr cwReN Address g... i-4cecae # OTHER iOMPANY - SIGNATURE � REG: TERU: Address i�a+Tse RESIDENTIAL Al taedy (F'3 Plot T'IgnX (2� .:= of € nm€ ; f S - et e4 Lo sty Fc um S, O N Pt € iu im rrat5 c'o '*R..lIiza}, Llmr iTo m €Ao (if)) s of�'41'3 cIay"v'*,F3,sat sr., t==rl.a»ate ae4iasCt}r''d t,a2.4p- PLRQ, ",€nisie4a.e., i lan's w( Sill rsn' . mrtA c0' Aa Ra€y Ftn'0"';s t x'€calsl�s.dr. fx, o Wofl� P (.-ffo ttu,' �Nliv'r�T?•1a r go T og'nl£' COMMERCIAL ftgw,.1a (<) ce t?2c r€a: �m,, if POVI' ,« t iIne_ z ". 'Utc, soloyT *"'e. (1) sql, of £.etl,t.qFr n" R-C)AIA I`eoaR, Pot m€ r ceo lwsF "'�l. enr[r>rr. an dtxa 1101 Vr`onmi ' ...,' otter at nr t.ai cP.n-e, Rcgniied ..rt.,ti+,. Cart: aT_h n E'lo& ,.sa, Ssars f ory F .:&>'alg e;, a 1 €lv X".AW' "sRi j C,a tk rTeiael >i,,. ,xl eww At, mt'Af SIGN PERMIT „Atfn-f' (2) eit?wit g;rz n t .a PkXns. _ "°"FRr,PE_?T_Y SURVEY requirod for a€, NUN roma Irt;=.Torn »4->---`•-"'-^erg-^k.;, ,^:....�. ..< Fist cuf app3€ mI"'fl compk';'Iy. t)mnw' Goptrsac=.at Alp bend; oY applir..a9ion, nOanzed if over „251t0, R Notice of Commencemcnt. N raau;rod. (AiC upgmdcs aver $750 ) •_ Agent "lo :r,e u)f tm, .For} N Pm,— c4 Aftomey (for Ito awry€er't wouN be en gone •ith noanzed ow r.,. u'.::Ro-r,,.l ag _e,'A OVER. THE COUNTER PERMIT F#!> G (;.c=py of cor,Iraet reQititrd} ke,,-oo`s if Shhqies , _we=s ;;er,� t'1rZ. a.a, V:, f". ,c's _-3 CVS:V=YIF")olara"e} Driveways-NoI oer; C;eunkc-f it on {xaGiic roadv,•,?ys,rtnoo. , RURN 5 City Gf Zot.:Ityr,iO3s 1 o2.:il,_3a LslSs ti3`aiC„*'`.i tas, 553- NOTICE OF DEED RESrRK-RONS: The undensignol elder acids tha(!lria may be t.t'defd' ces,.rctia.r..' wh,;l` inay be yr rr €ssfrjcl;ve €Fran Cao^ty reg,ahalio:rs. The un&,mige,eef a,.,umcs.c,,,_rrriNd ,y °or compllai " wih ziny t,,p c,a45ta tdeed lr s,cr9citons. UNLICENSFU CONTRACTORS AND CO`v` PAC'iOR RESPO„a,bit,H IE: If the two, € Ira . il'f rri a cnopttlo t or contracts_:. „ i un.; nasa 4vork, lhev may fo, r.:ria:red .o be e a<ed r acc.o:dame "ni slan, n,rd oc, ii _zyt.:<F= _. s i, ih. -:c:rt rtc€r, is no! ?in 3sf_d lot Ie qo€, _ d by law, berth !!te nr e; a`d cani �- Itu may be r, e j to- a inlsccnet a:-vr i€1€a'IUn under slate law. it the c,T e., cr €rrtemae ; Luce i rl a.= to hre€uin� €r �urr�rne;,te [cs'= x1ifify .r ttet rhpzafas, ,I., era-. Ufle. ,f bi co(t.o,iiiii, .5f:.,ur.(y„ u. arfig}ln {.mliof) cedl,_of o2F4h5r Fay, +a'. t uril i u,e..a.e. , Ifutr Camte to, g „c,a � a:.. ,a;z.z. or s, € b a, « ., , i,... ;a vtfed to h. ivo r,. t . nol e ,n,,!(? ny7n pMylryilt ol, t ,,s ar pT Bl s,k of this oiljlti s€ n._s !fs wt; fn £tro)'v,10 l , tc ..,W noifltct €# pu a, "he o ax r . �n m in( olat e""y .z ,. _t,t aw is ifc, propeely Ind is r,ot cnIffed totic; rsivi eyes In Casco Cwarty. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The € ndersianed undo;',Mands tf;at nail .p.ntation -mpact Fees and Rec"i'ae Recow fy I-afls may spay to Ine rsnrlrndien so` crow lr4:fd.,,Ss, o .ar,ua of use in exile€sr€� h.rii�.fincs, of expansion of exlst=ng bl;14JIngs as Specifies it',; =co cou= t,r Orry;nance n„ mr,er H9 G r a _Q,C,7 i. aril,-nd d. I �1,e lnder,:gneci atso arndr.r�, as tile, heal such ic, b,, as olcy €;e dt e;.w J im ld�nlited at the {i-,,X , i pl,"lr;titar,, I to fritter,, m'derstood that. Imotad Fees am Resour e <ec€wcry .erae gat€'m be pitil pfio to n axe i .s l crrtt4rca€e o' _.«, „r,¢.y' 01 final i e-(,f release. ease. 11 the p <_a,�o 0s rot irrvolvl lulus!, of accupirley ,, furlsi power relett'se. ?.rel fen.., muci be paid prior to nsfi t ( fssvanre. F raihoranore, €. xwo are cue, sney cars' hk paid po,al io pelmit issusnee in acc:xdance with eapp h: able Pasco Gouniv ondir incr s. CONS TRUCT;0N L EN LAW (Chapter 7,3, Florida Statutes, as atnended)If vzkl aUw, co rsork is $2,50.II 00 of nmC9, ( cefsif'y #h.rl I inf, aPpico,:t, 1r$a+e beer provided s<ith a copy of lire `f erida aonsiruniion I en L<^.av—Norner.a--, ,ca's fYotvaFan Giiiu�� prepafed by the rswads Doparimer,t of Ay:icultvr, and Govoturnei Affa;`S If the acpHowlt as sot cre c8her than t#re'sr_P, 1 ce �t€ , Chet f have abIzined a copy of ff:: above eescnbe,, decclnont and proinisc in good `faith in dc;€tver it to the "nwr,S[" p of to c;c�m€ni ncc^.rtteci2. CO NTRACTOWSIOWNER's AFF€OA'Vti. I c e^ify that all Me ir€lo. na@on In this appfiUa ion to accurate and th'A ei oork v=€- be none Ill complianc,, Will rill appl.scabie lam r.gu€alit€g ccnstruc6an, zoning arrd Eand deveirtpment, knr.Gcailer; is Eereby rondo Io oblain a Cr:rtalil to do work and zrislallafem as lr, d%rid, t u €,':y trai no,aOrk e( jostilliat.cra dt x, s t aeneid prior Io msuaace of a pormit and Thal all olt,'Mi re [#usyr to r , aq �.Umoa,os a: all iawz", mtnttalitig CJ€ n4rLA;Y=rc=t, e ourdy and City s<.<i3v zonOlf f egoitiu," t.:, ana plod dtvoWforleoi €eyulclorls in the ytiH..3' ?ikt. i s so €unity lin" i, I underssind tha' €ire of riltler government cagericiss may apil:" to i1w ,nienricci ,verk, am f'eai it is nay responsiblli'y In identify what acfierrs n€us? fake le be in comoflanae. Such but are nisi lir=ailed o. Department of Environmental Protection Cypress 3ayhetads, Wetland Areas and Emironmentatly Sensitive Lands, VVa°errlr'Vastew<ater Treatment. Southwest Flofida Water Management €strict-VIdells, Gypsess Bayheads. 'AleCiarld Areas, Altedrig Vy'aterrocsrsos. Anny'Corps of Engineers -Seawalls, Jocks, Navigable V itemays. Deeartruent of Health fi Rehabilitative 5eivices9Environrrental health Ulnil-Wells, ir`y<stewafe€Treatment, Septic Cants. US Estviton.ontal Protection. Age.ney-AsbestoS abate tent - Federal Aviation Authority Run -ways. I ra€aduruland ktla! ft;e ftr'atyw'sr>g rtas(r;rtivns apt%ly tss tfse Esc ryfhllr - Use of fill is not allowett if I food Lode 'V' unless e:-opre,ssly permitted, It the fill mateiiat is to HE used 'In Plood Zone „K it is understood that a drainage plan addressir?ct €a 11compensating voiurne" will be stionatled at time of pe milting which is prepared by a professional engineer licensed by the Siate of Florida, If !he fill mmerlal is to be used In Flood Zone '-At' if) connection wish a penmilled building using stern war€ censtraet€nr, I certify !hat fill will be used only to 91 the area within the stem wail. If fill m<ateria is to be used fit arty anal I certify ghat use at such fill will not advieasealy affect aad'aoent prepertids, if use of fill is found to adversely affect adjetne at properties, the owner mmy be cited for vioia0fig the Conditions of the building permit issued under the a0ached permit application, for lots less than one i11, acre which art: clovated by fill, an engineered drainage plan is required_ If 1 am ;Ise AGENT FOR THE OWNER, t ?,unalse in good a er, tc info, r the va 4rr?= at'..he pearl€:i€'ry conct,t ons sei fnith in lirle affidavit prtr to cornmertolnd rnstr et;en. ( undefslond that a senasater pan it may to, rell"lla d for elaCrica{ wolf, R,€a bhyp signs, webs poets, a'-celd"t:etung, gas, ^r oilier fnstailallons riot specifically indudad to the capplicatton_ A ri, nmsit'ssued s1e4€1 be, consirued to be ra kor:se fn proceed yti?t> the work arrd act as authority to vlaiate, cancei, alter, cr left aside any p€oweeons of the techn.ct l cocoas: nor shall lssuar;Lco of a penult prevent the building Official from, ihon'saftet requiring a a "Fo ction of tiriom in pt;atts, conitniurt ort or aaalxatinwo of any txmjte.', Euery perrmlt tfi?oorfd shall On,; olsxa onyx;€? tar;€ess the work: au itiiized by SU..ti pelf rii sx morift of _n annit n; 7t Work aultiolized by Vibe PNM,:l is.-..agmi ,ycicd or abandoned for a period of six (6) months after the 4im2 ino Iwtl, is coca men ild,. An cote :sifn Inay fix foes€ec&, t i o,00fig, f'orn>tre, Etzild"n.o „f€ oiai for lea pofont fesa I(, exoeesrl nkie:y ,'90) days arid will d`frarx#rate jusiPfabte 0-ease salute exienslofl If stark ceases to, ail rfny {90,f rkln. -ors ) yttty,the Jot, is eA mllfftl,e€I abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE PCB IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT ri3OR;DA JURAI to a e r_ caof OW Nl R OR AGENT Sues .iibsld and sw,,m €z for aft€ iedj bafow are this by ....__ ......__._ who €stare personrlty € noes) 4c role or ha !hays, prc€.uctd a identification. GOIfIRI o51eR SFt�.r Flume t7i Not y ,ypec, f €t€it<.d a, sP(empl[ POAG Nroltr of r, )ifs y d c, pits' .t# c. ferruled f NWary Public -State or r to ,ff r` v Trrr , March 1€ 2023 � INS IN;; Af.Vr_d_Vd_V 101 UK brt I VU%ji;j HU I Ar-f rage I or I 01/21/2022 12:31 PM Ropt: 2407129 Rea 10.00 D& 0.00 IT: 0.00 Comptroller 04. N0110E or C041MIENCE9�IENT 24-26-21-0090-00000-0410 S,3tjR PV ENSTALLATION , 'j" �PVK J�OSZPH & WaER AYAN��A M '�ZC uzc Cry ­'wT"IProPW'y (II'viw*nt Irr" ar'cv'G' N-0 CLEARWATER CA Stw,3 C,q,� r, Td�pkj, N,, Adi�c" LQ-Wa I`Qkpbone No. PV15143 "hin #tl* 5W."I ot P011da d03fqM1'0d �y tfia qwm ="n wti'�' ''�wm (v 01"W do tMwnm nwy b� sw� aspfowyavd. I'y S,,cwn Statica: In V-1111-141 If htnutg' (ho CIA11,01 dCs"tce$ Td,ttft"n IrAxnR fd P-Mn w Enf,ty Deqdnw" by 0R,Pr, c4-"wa"I d'ac of Not" a, cof"'M�.tm4nt {'I'e cO"tio" date May "Ot bo "'d't'on Q1 M-"XbzA snd 5,4 DU}"�Nli W tho WAMNING,TOUNT-ER. ANY PAY VENTS MADE By T`TE OWNE R AFTER T H? 3 ARI E' I, S, E'��qRAMN OF THE 1"0 11CF OF COWMEt"c EI'AENI ARE' CONSWRED IMPROPER PAYMENTS UNDER CmArqF1 P t0lj13, FLORITA STATUTES, ANo eAk RFCTI 01 RL"!WLT IN YOUR PAYING TWICE FOR IWPROVFMENTS TO YOUR PROPER , r , Y, A NOTICE OF COMfFNrJ , _LMZNT MUST BE RECORDED AND POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION IF YOU INTIM) TO OBTAIN FINANICA14r, CONSULT " WTH YLENDER OR AN1 ATTORNEY BEFORE COMMENCINGWORK OR RRORDING YOUR NOTICE Of GOW.,iENCENIENT urdw Pf�y of pejwy� I d'dam Lhal I huo read tt"t forNoinq nonce W 9-4 (t-01 ft fa Ftgw d My I,,.WwW4e WW bgk&� h�vv to the b<w S WE Or- FLORIDA COUN TY 04"PASW or Lftilee& Auilwt76d SQ IWAT'Udo wX -k kwug"" muvr" "t *tkAw4 �A*f 3y O'l y 7n��K�. i" S Y, 0 v, c47cor. 4ur-If* A110mov tob , t4cl) , I Q" be Nxn W03 M"J'vj Nan'o (Prrim) A(S H L E Y 8 '91 �OO K E S IT E P H E N S ry I _, _,ate ftYP��Noiary Public -State of Florida Commission I HH O-reisSi0r) HH 14765'8 MY Commission June 30, 202,15 FF"7 MY Ccrnrr,�,Ssion Expires PROJECT DESCRIPTION: SYSTEM SIZE: 12.245 kTV DC STC, ARRAY AREA #1: 61.24 SQFT. ARRAY AREA #2: 183.72 SO FT. ARRAY AREA #3: 81-65 SQ FT. ARRAY AREA #4: 6124 SQ FT. ARRAY AREA #5: 61.24 SQ FT. ARRAY AREA #6: 183.72 SO FT. EQUIPMENT SUMMARY 31 HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES 01 SOLAREDGE TECHNOLOGY: SE1000OH-US INVERTER 31 SOLAREDGE POWER P401 OPTIMIZERS DESIGN CRITERIA: WIND SPEED (ULT): 140 MPH WIND SPEED (ASD): 108 MPH RISK CATEGORY: 11 EXPOSURE: B I ERMOCRATES CASTILLO RE# 52590 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC: RESIDENTIAL 2020 7th ED., CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS. w , , I 11­1� iiii 11 11 iii� - 11 3137 MOULDEN HOLLOW DRIVE, ZEPHYRHILLS, FL 33540 01*1JMWIZR��� GOVERNING CODES: FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRC) FLORIDA PLUMBING CODE, 7TH EDITION 2020 (FPC) FLORIDA BUILDING CODE, 7TH EDITION 2020 (FBC) FLORIDA MECHANICAL CODE, 7TH EDITION 2020 (FMC) NATIONAL ELECTRICAL CODE 2017 (NEC) ASCE 7-16 FLORIDA FIRE PREVENTION CODE, 7TH EDITION 2020 (FFPC) ELECTRICAL CERTIFICATION: I ERMOCRATES CASTILLO PE# 52590 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 107, THE NEC 2017, AND THOSE SET FORTH BY THE FLORIDA SOLAR ENERGY CENTER CERTIFICATION. SZCZEPEK, JOSEPH VIRMUMMIZ TITAN SOLAR 525 W BASELINE RD, MESA, AZ 85210 (855) 729-7652 ENGINEER Castillo Engineering Services LLC 620 N. Wymore Road, Suite 250, Maitland, FL 3275 TEL: (407) 289-2575 Ermocrates E. Castillo License#-, FL PE 52590 SHEET INDEX SHEET# SHEET DESCRIPTION G-01 COVER SHEET A-00 NOTES AND DESCRIPTION A-01 ROOF PLAN S-01 MODULE LAYOUT S-01.1 PARTIAL PRESSURE AND MODULES EX S-02 ATTACHMENT DETAIL S-02.1-02.2 STRUCTURE CALCULATION E-01 ELECTRICAL LINE DIAGRAM E-02 WIRING CALCULATIONS E-03 SYSTEM LABELING DS-01-07 DATA SHEETS castI119 Engineering 50AR DONE MGHT I CASTILLO ENGINEERING SERVICES, LLC COA # 283 5 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407)289-2575 ERPAOCRATESE C STILLO-FLPE525,90 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER J,)TITAN S 0 L A R P 0 Af E R signea oy. Ermocrate r� w UJ > 0 CD z "t Lo co w 0 co j U) w _j 0 z w UJI a_ w 0 a- N w 0 N N C0 C0 SHEET NAME COVER SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER G-01 Symbols- Abbreviations - Sheet where Section .............. 1 section is located x-xx� Detail ID Letter Elevation ........... 4^X Sheet where x xx,=m section is located Detail ID Letter Detail ................ X x xx, Sheet where section is located Detail ID Letter Detail ................ (Enlarged Plan) x-xx Area to be enlarged Sheet where section is located Keyed Notes .......... 1 Keyed note designation on applicable sheet Ground Terminal ..... Grounding Point/rod.... , Solar Panel ......... or 00— -Module with Source Circuit number Combiner Box .,........ Cg AC Disconnect .......... ACD Main Distribution Panel MDP Fuse ...................... -1, Overcurrent Breaker .. . Inverter .................... Transformer ............. Automatic ............... ATS Transfer Switch Vent, Attic fan (Roof obstruction) `— PV Roof Attachment Trusses Conduit Fire Access AC ACD APPROX AWC BAT CB DC DISC (E) EL EQ OP JB CB MFR MID MIN M ISC MDP (N) NAVD OCPD POCC PV SF STC SD TD TYP UO UM VIF WP Alternating Current AC Disconnect Approximate American Wire Gauge Battery Combiner Box Direct Current Disconnect Existing Elevation Equal Generation Panel Junction Box Alain Combiner Box Manufacturer Microgrid Interconnect Device Minimum Miscellaneous Main Distribution Panel New North American Vertical datum OverCurrent Protection Device Point Of Common Coupling Photovoltaic Squarefoot/feet Standard Test Conditions Soladeck To Be Determined Typical Unless noted Otherwise Utility meter Verify In Field Weather Proof Systemescri tion This system is a grid -tied, PV system, with PV generation consisting of 31x395 HANWA: Q. PEAK DUO ML-G9+ (395W) Modules with a combined STC rated dc output power of 12,245W. • modules are connected intoSOLAREDGE groundTECHNOLOGY- SE1000OH-US Inverter. The inverter has electronic maximum power point tracking to maximize energy captured by the PV modules. The inverter also has an internal ground fault detection and interruption device that is set to disconnect the array in the event that a fault that exceeds o. ampere should occur. The inverter has DC and AC disconnect integrated system and labels are provided as required by the National Electrical Code. When the sun is shining, power from . PV array is fed into the inverter, where it is converted from DC to - output e contribute to the power requirements of the occupancy. If PV power meets the requirements of the loads of the occupancy, any remaining PV power is sold back available,to the utility. When utility power is but power + building,• • by Centralized AO to PV Modules DC Inverter Optimizer o. 'T Junction Point of Box Inverter - Utility Connection Utility Meter Figure 1: PV System Block Diagram The inverter meets the requirements of IEEE 1547 and UL 1741. FALL PROTECTION: ANCHORAGES USED FOR ATTACHMENT OF PERSONAL FALL ARREST EQUIPMENT MUST BE INDEPENDENT OF ANY ANCHORAGE BEING USED TO SUPPORT OR SUSPEND PLATFORMS, AND CAPABLE OF SUPPORTING AT LEAST 5,000 POUNDS PER EMPLOYEE ATTACHED, OR MUST BE DESIGNED AND USED AS FOLLOWS: AS PART OF A COMPLETE PERSONAL FALL ARREST SYSTEM WHICH MAINTAINS A SAFETY FACTOR OF AT LEAST TWO. UNDER THE SUPERVISION OF A QUALIFIED PERSON ADDITIONAL INFORMATION ® 29 CFR 1926 SUBPART M, FALL PROTECTION. OSHA STANDARD, 0 1926.502, FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES see 1926.502(D)(15) 40.6" - f_ - ALLOWABLE/DESIGN PRESSURE DOWN PRESSURE RAILS IN THIS UPLIFT PRESSURE, 2 RAILS POSITION UNO HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES PSF 75 55 Castillo ngineering S D L A R t')O.NE RIGHT I CASTILLO ENGINEERING SERVICES, LLC COA # 28345 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407)289-2575 EftMOCRATES F_ CAS ILL O-FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER (gTITAN 5 Q L A R P 0 W E F 9U signed by Ermocrab '0�930NAl as} il E.N� Date: 2022.0E .L 16:43:18 PROJECT NAME I LLI UJ > LL U _I 0 N LLU N co co SHEET NAME NOTES AND DESCRIPTION SHEET SIZE ANSI S 11" X 17" SHEET NUMBER N w S H IN IH� ROC (03) HANWA: Q. PEAK DUO MI. (395W) MOD RO, (04) HANWA: Q. PEAK DUO M" (395W) MOD 1:10E: A(' ---- -- � —1 � — m . I / %0- AS PER NFPA 1,11.12.2 O \'o'v N�x V Q. PEAK DUO ML-G9+ )ULES iOF #2 1) HANWA: Q. PEAK DUO ML-G9+ 5W) MODULES (N) JUNCTION BOX (TYP.) 3/4" EMT OR EQUIVALENT CONDUIT RUN (N) (01) SOLAREDGE TECHNOLOGY: SE1000OH-US INVERTER (N) ALTERNATIVE POWER SOURCE AC DISCONNECT/ RAPID SHUTDOWN (E) MAIN SERVICE DISCONNECT/ MAIN DISTRIBUTION PANEL (E) SERVICE POINT AND UTILITY METERING DOF #1 3) HANWA: Q. PEAK DUO ML-G9+ 95W) MODULES E I Castiliq ngincering SO'Ar DONE RIGHT" CASTILLO ENGINEERING SERVICES LLC COA # 2834� 620 N WYMORE ROAD. SUITE 250, IMAITLAND. FL 32751 TFLj4D7)28 2575 ERMOCRATES E CASTILLO- FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER (OTITAN S 0 L A R P 0 W E R signed by: IIIATI III Ermocrate , o% s E Casti116 bIate- 2022.0120 16:43.19 PROJECT NAME w > Q� c) z 0 ";T Lr) CC) Lli cy) 0 LL Lli 0 U) z w T- Lli iY Lli 00- N w C) N N co U) co SHEET NAME ROOF PLAN SHEET SIZE ANSI B 11" X 17" SHEET NUMBER A-01 MODULE TYPE, DIMENSIONS & WEIGHT ARRAY AREA & ROOF AREA CALO'S GENERAL INSTALLATION PLAN NOTES: Casfill NUMBER OF MODULES = 31 MODULES ROOF HANWA: Q. PEAK DUO ML-G9+ (395W} MODULES ARRAY ROOF AREA TRUSS TRUSS 1) ROOF ATTACHMENTS TO SYP TRUSSES SHALL BE INSTALLED AS t> ra y MODULE TYPE =HA MODULE WEIGHT = NWA: LBS / 19.5 KG. ROOF ROOF TYPE AREA AREA COVERED TILT AZIMUTH SIZE SPACING SHOWN IN SHEET S-02 AND AS FOLLOWS FOR EACH WIND ZONE: (sq.Ft.) (Sq.Ft.) BY ARRAY CASTILLO ENGINEERING MODULE DIMENSIONS = 72.4" X 40.6" = 20.41 SF o /o) FOR - 1 STORY: { SERVICES, LLC UNIT WEIGHT OF ARRAY = 2.11 PSF COA#28345 #1 ASPHALT SHINGLE 61.24 248.28 24.67 18.4° 64' 2'"X4" 24" o.c. 620 N. WYMORE ROAD, #2 ASPHALT SHINGLE 183.72 437.25 42.02 18.4° 334' 2"X4" 24" o.c. NON -EXPOSED MODULES EDGE / EXPOSED MODULES SUITE 250, WIND MAITLAND, FL 32751 IN #3 ASPHALT SHINGLE 81.65 406.34 20.09 18.4° 244° 2"X4" 24" o.c. TEL (407)289-2575 _. ZONES _ _. _ ERMOCRATES E CASTILLO - FL PE 52590 #4 ASPHALT SHINGLE 61.24 369.75 16.56 18A' 244° 2"X4" 24" o.c. 1 _ SPAN CANTILEVER SPAN CANTILEVER ' COPYRIGHTED BY W E #5 ASPHALT SHINGLE 61.24 369.75 16.56 18.4° 64' 2"X4" 24" o.c. CASTILLO ENGINEERING #6 ASPHALT SHINGLE 183,72 455.00 40.38 18 4° 334' 2"X4" 24" S.C. ZONE 1 6' - 0" 1' 4" 4' 0" 1' 4" SERVICES LLC ZONE V X X X X REVISIONS s PG (N) (31) SOLAREDGE ✓ '. ', ZONE 2e 6' - p„ 1'- 4" 4'- 0" 1 ° 4" DESCRIPTION DATE REV POWER P401 OPTIMIZERS �©Or & ZONE 2n X X X X (69) PV ROOF ATTACHMENT ZONE 2r 6' - 0" 1'- 4" 4'- 0 V - 4" @ 48" & 72" O.C. MAX. ZONE 3e 6' - 0" 1'- 4" 4' 0" 1'- 4" (SEE SHEET S-02 FOR ROOF #6j' ATTACHMENT DETAIL) ZONE 3r X X X X PROJECT INSTALLER (09) HANWA: Q. PEAK DUO ML-G9+ i < " - FOR - 2 STORY: (395W) MODULES (SEE SHEET S-01.1 FOR PARTIAL RPRESSURE OF THE MODULE) - " , NON EXPOSED MODULES EDGE 1 EXPOSED MODULES S (&TITAN 6 WIND s sR P 0EK < ROOF #5 ZONES (03) HANWA: Q. PEAK DUO ML-G9+ SPAN CANTILEVER SPAN CANTILEVER (95W) MODULES - - - - �Iedy J' ewEih �3 ZONE 1 6' 0" 1' 4" 4' 0" 1' 4" r � signed by; s,aTE "F E crat r rrno ✓ , ZONE 2e 4'- V - 4" 2'- 0" 0'- 8" Date: a �,. ROOF #2 _ _ - Castillo y< i AK DUO ML-G9+ ZONE 2r� X X _ X X 2t322.£31�20 09 HANWA' Q P 10 2, ( ) E i Y� (395W) MODULES - - - w �% ZONE 2r 4' 0" 1' 4" 2' 0" 0' 8" /< ZONE3e 4'-0" 1'-4" 2'-0" 0'-8" _ v� O4 O� N�. & 'q y ZONE 3r X X X X PROJECT NAME �3� w g'o a SEE SHEET S-02.1 & S-02.2 FOR SUPPORTING CALCULATIONS. LL1 2) EXISTING RESIDENTIAL BUILDING IS AN ASPHALT SHINGLE ROOF c> l WITH MEAN ROOF HEIGHT IS 15 & 25 FT AND SYP 2"X4" ROOF K2 CROSSRAIL 48-XL -RAIL TRUSSES SPACED 24" O.C. EXISTING ROOF SLOPE FOR SOLAR Lij `. SYSTEM RETROFIT IS 18.4 DEGREES. CONTRACTOR TO FIELD (� VERIFY AND SHALL REPORT TO THE ENGINEER IF ANY _j LL ROOF #4 "" 2 DISCREPANCIES EXIST BETWEEN PLANS AND IN FIELD C (03) HANWA: Q. PEAK DUO ML-G9+ CONDITIONS. 3 (395W) MODULES `r 3) FIRE SETBACK TO BE T FROM RIDGES AND EDGES, AND 18" ULI EACH WAY FROM HIPS AND VALLEYS PER NFPA 1, 11.12.2 uj - _j ?` y �00� I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN Lij 0 ta- COMPLIANCE WITH FBC: RESIDENTIAL 2020 7TH ED., CHAPTER 3. (\� 1 BUILDING STRUCTURE WILL SAFELY ACCOMMODATE WIND LATERAL AND UPLIFT FORCES AND EQUIPMENT DEAD LOADS. C10 a - ROOF#1 LEGEND ROOF #3 (03) HANWA: Q. PEAK DUO ML-G9+ - WIND ZONE 1 (TYP) SHEET NAME (04) HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES (395W) MODULES MODULE LAYOUT 00�� WIND ZONE 2e (TYP) WIND ZONE 2n TYP ( ) SHEET SIZE \ - WIND ZONE 2r (TYP) ANSI B 11" X 1 " ' - WIND ZONE 3r (TYP) MODULE LAYOUT SHEET NUMBER S-01 SCALE: 3/32" = V-0" - WIND ZONE 3e (TYP) FOR EXPOSED MODULES (1 STORY) N 2n 2r 37 3r 2h2 29��3 1 0 34.5 37.1 0 1 1 W--*-,* E 0,5h S Module Size Sq. k Exposed modules Partial Pressure I I, 2e 2n 2T 3e 3r ROOF #6 PI 1576 0 4-65 0 0 0 0 31.08 (09) HANWA: Q. PEAK DUO ML -G9+ P2 20,41 0 - 0 0 0 0 2930 (395W) MODULES P4 P3 15.57 0 4.65 0 0.19 0 0 31,13 /Y P4 8,52 0 9-06 0 2.85 0 0 3150 P5 14,37 0 0 0 6,04 0 0 30,84 1 P6 15.49 0 0 1 0 1 4.92 0 0 30.55 < ROOF#5 P7 9,35 0 9�06 m _j a J_ 2j- 0 0 33,27 j V P3 (03) HANWA: Q. PEAK DUO ML-G9+ FOR EXPOSED MODULES (1 STORY) P5 < (395W) MODULES 2e 2n Zr 3e 3r en 7 X < P9 19,5 0 243 0 23 _244.7 _j Module dule Size 20.41 Sq. ft, Non -Exposed modules Partial I V 2e 2n Zr 3e 3r -Pressure /X A P8 11.35 0 1 9.06 0 0 0 0 21,81 < < 99 20,41 0 li 0 0 0 IS 1950 Al /11 P10 15.76 0 =46-5 0 0 0 0 20,68 X ROOF #2 FOR NON -EXPOSED MODULES (2 STORY) (09) HANWA: Q. PEAK DUO ML-G9+ __F_v _T x (395W) MODULES 2, 2is Zr 3e 3, 1 22.6 0 1 28,6 1 0 1 26,6 28,6 0 P2 Module Size 20A1 Sq, ft. ROOF #4 (03) HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES P11 P14 P15 /< P P16 19 'X 7 < P17 P18 S-01.1 ROOF #3 (04) HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES RTIAL PRESSURE AND MODULES EXPOSURE SCALE 1/8" = V-0" P11 1 1047 11 0 Non -Exposed modules 2e 2n ....... . ..... 8.70 0 2r 1.24 3e 0 3r 0 partial Press. 25.40 P12 11.71 0 830 0 j o C) 0 25AI5 P13 P14 10.57 15-93 0 0 830 0 0 0 1A5 4,48 0 0 0 0 2S39 23-48 P15 P16 16,30 15.56 0 0 0 0 0 0 4A1 478-5-T0 0 0 0 23.41 23-55 P17 8.41 1 0 8.99 0 3.()0 0 0 25.83 Pig 11,42 0 8.99 0 0 0 0 25.24 PIL 9 7,71 0 8,99 0 1 3.71 0 0 25-97 P20 9.f7 0 8.99 0 1 1.75 0 0 25.59 ALLOWABLE MODULE UPLIFT PRESSURE 2 RAILS: 55 PSF LEGEND M - EXPOSED MODULE ROOF #1 (03) HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES FOR - 1 STORY,- FOR - 2 STORY: 2h2 DISTANCE:0'-8" 2h2 DISTANCE: 0'- 8" 0.5h DISTANCE: T-6" 0.5h DISTANCE: 12'-6" NOTE: PARTIAL PRESSURES OF THE WIND ZONES ALL MODULES HAVE BEEN VERIFIED AND ARE WITH THE ALLOWABLE PER THE MANUFACTURE SPECIFICATION, INSTALLER SHOULD FOLLOW T LAYOUT TO AVOID HIGHER ZONAL PARTI PRESSURES. ANY CHANGES IN LAYOUT SHOULD REPORTED BACK TO THE ENGINEER OF RECOR - EDGE MODULE - NOW EXPOSED MO Castillo Enaincerind SOLAR DONE RIGHT' CASTILLO ENGINEERING SERVICES, LLC COA#28345 620 N 'AYMORE ROAD, SUITE 250, MAITLAND. FL 32751 TEL (407) 289-2575 ERMOCRATES E CASTILLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER & S 0 L A R P 0 W E ........... o ­ 51 s signecl IDy STATE O Ermocrat( S E Castil Date, 2022,01,2 16:43:20 PROJECT NAME w w > c) 0 Of Z w cy) CID _j U) _j U_ 0 w (/) c� 0= _j Z w LIJ 0 cj� r) _j >_ w w > c) 0 Of Z w cy) CID _j U) _j U_ 0 w (/) c� 0= _j Z w LIJ 0 cj� r) _j >_ L SEE (21S-02) FOI ENLARGED VIB Castillq ngincering SOLAR DONe RIGHT� CASTILLO ENGINEERING SERVICES, LLC '., COA # 28345 620 N. WYMORE ROAD, '.. SUITE 250, MAITLAND, FL 32751 '... TEL (407) 289-2575 ERMOCRATES E. CASTILLO- FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE RE\ PROJECT INSTALLER (PTITA� S O L A R P 0 W E w set _wltDigitally signed by ,qr£ of w= Ermocrat! .F <� s E Castil 2022.01.20 K2 SPLICE FOOT X 16:43:20 T-BOLT & HEX NUT SET PROJECT NAME LLJ LLj �< ®L K2 FLEXFLASH BUTYL 4 L _j U- z 11I z Lu i v j 0Lu Lu 2" x4" TRUSSES c@ 24" OC r SHEET NAME i (4"X4") TRUSS SPANNERS FOR ti,,; ATTACHMENT DETAIL MISSED TRUSS ATTACHMENT / (IF REQUIRED) �M5 X 60 LAG SCREWS SHEET SIZE AT EACH ATTACHMENT POINT ANSI B INTO EXISTING FRAMING 11" X 17" ATTACHMENT DETAIL (ENLARGED TVI SHEET NUMBER S-02 SCALE: 1' = 1 °-0" I EM om ISO 1,40 ISO FEE FOR - 1 STORY: FIGURE 160EL341) ULTIMATE DESIGN WIND SPEEDS, 1"ijL r, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES DESIGI WIND LOAD CALCULATIONS FOR MODULES INSTALLED ON ROOFS WITH A HEIGHT LESS THAN 60' ROOFZONE DOWN UP SITE INFORMATION 1 16,13 -28.9 psf FBC VERSION 2020 RISK CATEGORY If 16.0 X Psf MEAN ROOF HEIGHT (ft) 15D EXPOSURE CATEGORY B 2e 16.0 -36,6 PSI ROOF LENGTH (ft) 60.0 ROOF SLOPE 4/12 2n 16.0 X psf ROOF WIDTH (ft) 44.0 ROOF SLOPE 18A 2r i&o -34,0 psf PARAPET HEIGHT (ft) 0.0 ROOF TYPE HIP 3e 16.0 -36.6 Pd MODULE LENGTH (in) 724 ULTIMATE WIND SPEED 140 mph 3r 16.0 X psf MODULE WIDTH (in) 40,60 NOMINAL WIND SPEED 108 mph MODULE ORIENTATION PORTRAIT EXPOSURE FACTOR (C.) 1.000 MODULE AREA (sq. ft) 20.41 TEMPERATURE FACTOR (0) 1-000 GROUND SNOW LOAD (psf 00= IMPORTANCE FACTOR (Q 1.000 DEAD LOAD (psf 3.0 SLOPE FACTOR (CE) 0.910 Module allowable upkft pressure 55 psf Module allowable down pressure 75 psf ARRAS' FACTORS ARRAY EDGE FACT OR (EXPOSED) 1-5 SOLAR PANEL PRESSURE 0-676041 ARRAY EDGE FACTOR (NON -EXPOSED) I EQUALIZATION FACTOR SLOPED ROOF SNOW LOAD (psi) 0.0 KID 0-850 ADJUSTED[ EFFECTIVE WIND AREA (A 2 204 KzT 1.000 ROOF ZONE DaVN UP (Exposed) UP GROUND ELEVATION 68D Ke 0.998 1 16.0 -293 HVHZ NO K, 0.575 11 16,0 X DESIGN CALCULATIONS VELOCITY PRESSURE (q)= .00256*KEK7KzTKDV2 VELOCITY PRESSURE(ASD) 141 psf H OF PRESSURE COEFFICIENT 44'* 10% = 4.4' ZONE WIDTH A 4 FT 15'* 40% = 61 ZONE 2 WIDTH N/A (FOR < 7') ZONE 3 WIDTH NIA (FOP, < 7.) EXTERNAL PRESSURE COEFFICIENT ZONE 1 0.576 -1.790 ZONE V O576 X ZONE 2e O.576 -2.314 ZONE 2n 0576 X ZONE 2r 0.576 -2138 ZONE 3e 0.576 -2,314 ZONE 3r 0,576 X INTERNAL PRESSURE CGEFFrGIENT 2-- 16-0 -37- 1 2n 1&0 X 2r 16-0 343 3e 16.0 -37A 3r 16.0 X -19-5 PSI X PSI` -247 psf X Psf -23.0 PSI` -24.7 psf X Psf F ATTACHMENTS USED ATTACHMENT MODEL Lag Bolt-, Shingle ATTACHMENT STRENGTH 476 lbs MAX DESIGN LOADS ALLOWABLE T MAX SPAN TO NIA in �RISEAM SPACING 24 in NO. OF ROOF ZONE D CAN UP (Exposed) UP (N- Exposed) 1 2896 353.6 3516 bs 11 0.0 X X bs 2e 289.6 447,7 447.7 bs 2n O'D X X be 2r 289.6 4161 416.1 bs 3e 289,6 447,7 4477 bs 3r 0.0 X X bs Exposed: 2 Non- Exp: SPANS (E) 48 in Xin 48 in X in 48 in 48 in Xin SPANS (N.E) 72 in X in 72 in Xin 72 in 72 in X in 111011111101MMEW CastilIq Engineering SOIAR DONE RIGHT� CASTILLO ENGINEERING SERVICES, LLC COA # 283 5 620 N. VVYMORE ROAD, SUITE 250, MAITLAND, FL 32751 ST S 2 M L E A C �In L N R IT 0 V S L 0 E C N E t G A 2 6 '0 RE UU­E 250 AN' FL n T N R A DONE L �y 3 v EN GINEERING 2 0 0 L 75 E G R IN ROA D. 'I G TEL 1407) 289-2575 0 ERMCCRATES E CASTILLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS 'T DESCRIPTION DATE REV % E signecl by. ­T1 DI . Ermocrate SSO P s E Castillo Date: 2022.01.20 16:43:21 PROJECT NAME w w > C) Imo' c) z C) L0 3: co w cy) 0 LL U) _j w 0(6 z w TZ w o _j w 00- N 2E w IN co U) 'r- co SHEET NAME STRUCTURE CALCULATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER S-02.1 FM ISO 140 !t F_ 160 ISE) * A'4,d t¢ i_tl 7% P-babijXty *f --d-t i. So Y� (Am,4 f-.4- P_bbility - *'M43' ME FIGURE 1609.3(l) FOR - 2 STORY: UL71TAATE DESIGN WIND SPEEDS, Vj_,-F, FOR RISK CATEGORY 11 BUILDINGS AND OTHER STRUCTURES DESIGN PRESSURES WIND LOAD CALCULATIONS FOR MODULES INSTALLED ON ROOFS WITH A HEIGHT LESS THAN 60' ROOF ZONE DOWN UP SITE INFORMATION 16.0 -33.4 psf FBC VERSION 2020 RISK CATEGORY If 11 16,0 X psf MEAN ROOF HEIGHT 25.0 EXPOSURE CATEGORY B 2e 16.0 -42,3 p5f Module aflowable uplit pressure 55 psf ROOF LENGTH (ft) 60.0 ROOF SLOPE 4/12 2n 16.0 X psf Module allowable down pressure 75 psf ROOF WIDTH (ft) 44,0 ROOF SLOPE 18.4 2r 16,0 -39A psf PARAPET HEIGHT (tj 0,0 ROOF TYPE HIP 3e 16.0 -42.3 psf MODULE LENGTH (in) 72.4 ULTIMATE WIND SPEED 140 mph 3r 16,0 X psf MODULE WIDTH (in) 40Z4 NOMINAL WIND SPEED 108 mph ARRAY FACTORS MODULE ORIENTATION PORTRAIT EXPOSURE FACTOR (Cl) 1.000 MODULE AREA (sq. ft.) 20.41 TEMPERATURE FACTOR (Cr) 1.000 ARRAY EDGE FACTOR (EXPOSED) t5 SOLAR PANEL PRESSURE 0,67604 GROUND SNOW LOAD (psi 0,0 IMPORTANCE FACTOR (is) 100 ARRAY EDGE FACTOR (NON -EXPOSED) 1 EQUALIZATION FACTOR DEAD LOAD (psf) 3.0 SLOPE FACTOR (C') 0.910 SLOPED ROOF SNOW LOAD (psD 0.0 Ko 0.850 EFFECTIVE WIND AREA (e) 20.4 KzT 1.000 ROOF ZONE DOVAN UP (Exposed) UP (N. Exposed) GROUND ELEVATION (ft) 68.0 K-, 0.998 1 1&0 -33,9 -22.6 psi HVHZ NO KS O665 11 1&0 X X psf 2e 1&0 -42,9 -28,6 psf 2n 16.0 X X psf DESIGN CALCULATIONS 2 1o.a -39-9 -26.6 psf VELOCITY PRESSURE (q)= .00256*KLKzK,,KV' 3e 160 -42,9 -286 psf VELOCITY PRESSURE(ASD) 17.0 psf 2 16,0 X X psf WIDTH OF PRESSURE COEFFICIENT 44" 10% = 4.4' ZONE WIDTH A 4 FT ATTACHMENTS USED ATTACHMENT MODEL Lag Bot- Shingle 25'* 40% 10, ZONE 2 METH NIA (FOR < 7') ATTACHMENT ST RENGTH 476 bs ZONE 3 WIDTH NA (FOR < 7") MAX DESIGN LOADS ALLOWABLE EXTERNAL PRESSURE COEFFICIENT ZONE 0.576 -1.790 LIMIT MAX SPAN TO NIA in ZONE 0.576 X RAFTER/SEAM SPACING 24 in NOOF RAILS E.Vosed: 2 Non. Exp: 2 ZONE 2e 0,576 -2.314 ROOF ZONE DOWN UP (Exposed) UP (N. Exposed) SPANS (E) SPANS (N_E) ZONE 2n 0576 X 1 289,6 4092 409.2 Ibs 48 in 72 in ZONE 2T 0.576 -2.138 11 O'G X X Ibs X in X in ZONE 3e 0-576 -2.314 2e 193,11 259.1 345.4 Is 24 in 48 in 2n 0.0 X X Ibs X in X in ZONE 3r 0.576 X 2 1931 2403 321.0 lbs 24 in 48 in 3e 193.1 259.1 345.4 Ibs 24 in 48 in INTERNAL PRESSURE COEFFICIENT 018 3r 0-0 X X ibs X in X in Castiliq Engineering S t r If I 0 g ENGINEERING S LLC 11 � 34 'ORE ROAD E 250 D FL 327, 1 CASTILLO ENGINEERING SERVICES, LLC COA # 28345 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL {407) 28'-2575 ERMOCRATES E CASTILLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE PROJECT INSTALLER (&T I TA S 9 L A R P 0 W E 52- signed by. ,A'� STATE O. Ermocrate s E Castillo Date- 2022,0120 16:43:21 PROJECT NAME W Uj > C) C) z "t L0 CIO Ili 10 0 (Y) LL. co _j Uj 0 U� z W LIJ D_ Lij 0 N WcL 0 N N co U) T_ c") SHEET NAME STRUCTURE CALCULATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER S-02.2 Q- aaaa a (3) #10 AWG USE-2/PV WIRE + RED (3) #10 AWG USE-2/PV WIRE - BLACK #6 BARE CU WIRE PROTECTED PER NEC 250-64(B) G (N) JUNCTION BOX 600V, NEMA 3R UL (N) INVERTER: LISTED SOLAREDGE TECHNOLOGY: SE1000OH-US OUTPUT: 240 VAC, 42A G + 99% CEC WEIGHTED EFFICIENCY NEMA 3R, UL LISTED, INTERNAL GFDI WITH INTEGRATED DO DISCONNECT G G G N L2 LI L1 L2 G (3) #10 AWG THWN-2 + RED G G N L2 (3) #10 AWG THWN-2 - BLACK EGC #10 AWG THWN-2 IN 3/4" EMT OR EQUIVALENT CONDUIT RUN USE METAL RACEWAYS FOR ANY DC CIRCUITS ENTERING BUILDING PRIOR TO INVERTER DO DISCONNECTING MEANS PER NEC 690-31 1 ELECTRICAL LINE DIAGRAM E-01 SCALENTS SOLAREDGE POWER OPTIMIZERS P401 PV MODULE GROUNDING SYSTEM INTERCONNECTION 120% RULE - NEC 705.12(B)(2)(3)(b) UTILITY FEED + SOLAR BACKFEED 175A +40A =235A BUSS RATING x 120% 200A x 120% = 240A SOLAR ARRAY (12.245 kW -DC STC) Castillo (31) HANWA: Q. PEAK DUO ML-G9+ (395W) MODULES Engineering (01) STRING OF 11 MODULES CONNECTED TO MPPT #1 SO'_AR DONE RIGHT' (02) STRING OF 10 MODULES CONNECTED TO MPPT #2 CASTILLO ENGINEERING SERVICES, LLC NOTE: COA # 28345 1. SUBJECT PV SYSTEMS HAS BEEN DESIGNED TO MEET THE 620 N WYMORE ROAD, REQUIREMENTS OF THE NEC 2017, AND THOSE SET FORTH BY THE 250 , MAITSUITELAND, FL 32751 FLORIDA SOLAR ENERGY CENTER CERTIFICATION, INCLUDING TEL (407) 289-2575 MAXIMUM NUMBER OF MODULE STRINGS, MAXIMUM NUMBER OF PRMOCRATES E CAST11 1 0 - FL PE 52590 MODULES PER STRING, MAXIMUM OUTPUT, MODULE COPYRIGHTED BY MANUFACTURER AND MODEL NUMBER, INVERTER MANUFACTURER CASTILLO ENGINEERING AND MODEL NUMBER, AS APPLICABLE. SERVICES, LLC 2.REFER SHEET DS-07 FOR LOAD CALCULATIONS. 3. ALL PANELS DOWNSTREAM OF LOAD SIDE INTERCONNECTION TO REVISIONS BE PROTECTED BY A PRE-EXISTING OR AN ADDITIONAL OCPD SIZED DESCRIPTION DATE REV PER NEC 408.36. PROJECT INSTALLER (&TITAN S 0 L A R P 0 W E R (N) ALTERNATIVE POWER Ll L2 N (E)BI-DIRECTIONAL SOURCE AC DISCONNECT/ SERVICE POINT AND RAPID SHUTDOWN: UTILITY METERING (N) MAIN BREAKER 240V, 60AMP RATED, -PHASE, 240V 1 J_p 175A/2P,240V. NEMA 3R, UL LISTED LOCKABLE AND NON -FUSIBLE L1 L21 N (E) MAIN SERVICE DISCONNECT/ MAIN I-V L1 DISTRIBUTION L2 aL2 PANEL, 200A RATED, 240V N a N (N) MAIN BREAKER N L2 L1, G G 175A/2P,240V. L1 Ll -2 9 L2 L1 Ll L1 L2 -2 s L2 Ll (3) #6 AWG THWN-2 11 60A/2P Ll L2 (1) #10 AWG THWN-2 GND L2 IN 3/4" EMT OR EQUIVALENT -2 L1 CONDUIT RUN L2 N -N G -G, L_ (E) SUB -PANEL, EXISTING GROUNDING 225A RATED, 240V ELECTRODE SYSTEM EXISTING WIRE PROVIDE GROUNDING ELECTRODE CONDUCTOR FROM THE ARRAY TO AN EXISTING SERVICE GROUNDING ELECTRODE PER 690.47(A) PROVIDE GROUNDING ELECTRODE CONDUCTOR CONTINUOUS, NON -SPLICED AND BONDED TO METAL CONDUIT AND EACH END OF METAL ENCLOSURES 250.64 AV - -�*­mt0�itally signed by: so s,nrE of w Ermocrate s E Castillo Date: 2022.0120 161-4321 PROJECT NAME ui > C)Q�_ c) z Lr) LLJ co 0 ILL 0 T_ z w T w 00- N :E Lu N 00 SHEET NAME ELECTRICAL LINE DIAGRAM SHEET SIZE ANSI B 11" X 17" SHEET NUMBER E-01 DC CONDUCTOR AMPACITY CALCULATIONS ARRAY TO INVERTER Castillo Engincering SOLAR DONE UGHTS EXPECTED WIRE TEMP (In Celsius) 34' TEMP. CORRECTION PER TABLE 310.15(B)(2)(a) 0.96 NO. OF CURRENT CARRYING CONDUCTORS 4 CONDUIT FILL CORRECTION PER NEC TABLE 310.15(B)(3)(a) 0 80 CIRCUIT CONDUCTOR SIZE 10 AWG CIRCUIT CONDUCTOR AMPACITY 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B) 18.75 1.25 X OUTPUT OF OPTIMIZER DEBATED AMPACITY OF CIRCUIT CONDUCTOR TEMP. CORRECTION PER TABLE 310.15(B)(2)(a) X 30.72A CONDUIT FILL CORRECTION PER NEC TABLE 310.15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY Result should be greater than (18.75A) otherwise increase the size of the conductor and its ampacity No. OF INVERTER EXPECTED WIRE TEMP (In Celsius) TEMP. CORRECTION PER TABLE 310.15(B)(2)(a) NO. OF CURRENT CARRYING CONDUCTORS CONDUIT FILL CORRECTION PER NEC 310.15(B)(3)(a) CIRCUIT CONDUCTOR SIZE CIRCUIT CONDUCTOR AMPACITY 1' 34' 0.96 3' 1' 6AWG 75A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B) 52.50 1.25 X MAX INVERTER OUTPUT CURRENT DEBATED AMPACITY OF CIRCUIT CONDUCTOR TEMP. CORRECTION PER TABLE 310.15(B)(2)(a) X 72.00 CONDUIT FILL CORRECTION PER NEC TABLE 310.15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY Result should be greater than (52.50A) otherwise increase the size of the conductor and its ampacity DC PHOTOVOLTAIC POWER SOURCE TO BE INSTALLED AT INVERTER PER NEC 690.53 & 690.54 OPERATING CURRENT 15A OPERATING VOLTAGE 400V MAXIMUM SYSTEM VOLTAGE 480V MAX INV INPUT CURRENT 27A SOLAR MODULE SPECIFICATIONS MANUFACTURER/ MODEL# VMP IMP VOC ISO MODULE DIMENSION HANWA Q. PEAK DUO ML-G9+ (395W) MODULE 38,29 10.32 45.10 10.74 72.4"L x 40.6"W x 1.26"D (In Inch) • . a MANUFACTURER / MODEL # SOLAREDGE TECHNOLOGY SE10000H-US' NOMINAL AC POWER 10.OKW NOMINAL OUTPUT VOLTAGE 240 VAC NOMINAL OUTPUT CURRENT 42A NUMBER OF CURRENT PERCENT OF CARRYING CONDUCTORS IN VALUES EMT .80 4-6 .70 7-9 .50 10-20 LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 107, THE NEC 2017, Ir THOSE SET FORTH BY THE FLORIDA SOLAR ENERGY CENTER CERTIFICATION. 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. THE TERMINALS ARE RATED FOR 75 DEGREES C. 3.) THE WIRES ARE SIZED ACCORDING TO NEC 110.14 . 4.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 5.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 6.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 7.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 8.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 9.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 10.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. 11.) UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 12.) MODULES CONFORM TO AND ARE LISTED UNDER UL 1703, 13.) RACKING CONFORMS TO AND IS LISTED UNDER UL 2703, 14.) CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C) (1) AND ARTICLE 310.10 (D). 15.) CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C). 16.) ALL CONDUITS TO BE INSTALLED A MIN OF 7/8" ABOVE THE ROOF SURFACE. CASTILLO ENGINEERING SERVICES, LLC COA # 28345 620 N. wYMORE ROAD, SUITE 250, MAITLA.ND, FL 32751 TEL:(407)289-2575 ERMOCRATES E CAST11 LO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS '.. DESCRIPTION '.. DATE '.. REV PROJECT INSTALLER TITAN S 0 L A R P 0 W E F �i�iafz�eusttL$���ally signed by: v sr rE ,F Ern70Crdte sTE Castillt 2022.01_., 16:43:22 PROJECT NAME W LL1 > 0 d 0 j LE. ,q W LLJ I� 0- LU tea' co co SHEET NAME WIRING CALCULATIONS SHEET SIZE ANSI B 11"1d" SHEET NUMBER ELECTRIC, SHOCK HAZARID TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INTERCONNECTIONAC DISCONNECT, POINT OF LABEL LOCATION: POINT OF INTERCONNECTION (PER CODE: NEC 705.12(B)(2)(3)(b)) LABEL LOCATION: AC DISCONNECT (PER CODE: NEC690.56(C)(3)) ADHESIVE FASTENED SIGNS: m THE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED (NFPA 1, 11.12.2AI w WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 (NEC 110.21(B) FIELD MARKING]. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT (IFC 605,11.1.31 LABEL LOCATION: DC DISCONNECT, INVERTER (PER CODE: NEC690.53) LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: NEC690.54) LABEL LOCATION: POINT OF INTERCONNECTION (PER CODE: NEC 705.12(B)(2)(3)(b)) LABEL LOCATION: CONDUIT, COMBINER BOX (ADDITIONAL EQUIPMENT THAT CONTAINS PV SOURCE WIRES (PER CODE: NEC690.31(G)(3)) LABEL LOCATION: MAIN DISCONNECT (PER CODE: NFPA 11A2.2.1.5) s N RAPID SHUTDO SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTE HAZARDAND REDUCE SHOCK IN THE ARRAY I LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: NEC 690.56(C)(1)(a), IFC 1204.5.1 s INVERTER ALTERNATIVE POWER SOURCE AC' DISCONNECT/ RAPID SHUTDOWN MAIN SERVICE DISCONNECT/ MAIN DISTRIBUTION PANEL SERVICE POINT AND UTILITY METERING LABEL LOCATION: MAN SERVICE DISCONNECT / MAIN DISTRIBUTION PANEL, PV DISCONNECT LOCATED NO MORE THAN 3FT (1M) FROM THE SERVICE DISCONNECT (TEXT HEIGHT SHOULD BE A MINIMUM OF 3/8") (PER CODE: NEC 690.56(B), NEC 705.10, NFPA 1, 11.12.2.1) Castillo Engineering SOLAR DONE RtGHTI I CASTILLO ENGINEERING SERVICES, LLC COA k 28345 '... 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407) 289-2575 ERMOCRA.TES E. CASTILLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV '... PROJECT INSTALLER OTITAN, S O L A R P 0 W E R Signed 5-TE 1� Ermoc W LIJ > I CD co __J u- —i LIJ ° L1J w ® 0�- LLJ 2i � 1- N t`) SHEET NAME SYSTEM LABELING SHEET SIZE ANSI B 11" X 17" SHEET NUMBER -3 TOP pv y- alf,21120 2019 powAawmYR c 51 Warranty 0 CELLS B EAK,, GTHE2 % EFFCIEU ! IA QEP G r d UM DI: G ZT rhnulog .,,€it: 2arr gap r afl 4/o boosts rs odul eff cier€ y' k to 211 %. r'`vw NOCVATAV!EALL WEA HEP`€` ^<.. NIOI CX3Y Opp nlal Yie(ds, whalevef theweall,,er with exceillem a W E ght£g�and te$ymlppera.pYu+'<�,�fg^e�,+�^�b� r•;avb�u+^..r. �''�`i'�kURIN`°'a 3IG`Li.'<'EYSk"�.,i£"A'+fib'CE o n tern f£ ld sec T ty w4h. Ant LIDthr Iggy, Hot -Spot Protect and Traceeble Ci€wlit+y T dla". EXTREME W ATHEIR RATING, High .Ycn alurnhIum a€l =+, fr2m cerfifindfor hi-qh ;no4y <„v4 JC fiat and wind lkadls f40010 a, iv£ i A RELIABLE sNVESTMIE['+;T fncllt sivc- L ` y.YraC and 25 yea €near per'Ormance warranty-. STAT E OF THE ART inrlODULE TE PNi'tl OGY /c Q.ANTUM DUO combines cuts nc anti I nc ral wa wUng e h G- N UV, . �,n.o,o ;y THE IDEAL SOLUTION FOR: Engineered in Germany MECHANICAL SPECIFICATION ...._1. i�A.M, O cG Seui MC4. iP6S ELECTRICAL CHARACTER ISTIC 9 i�(• P",— 375 380 :385 3910 395 . _: �. ....._ _ .... .... . .. C .. ....... ........ ......._.., 1 .,;..> [A! 10,119 ._,.. ._._ _._.. _ _ .._._. ., _4`, � 10,20 _ _ „� 26 .. �., .. ..... _ ..... ..,.. _ ,x __ ... „_.. ........... ... „�.., . ,_,...., _.. ....._.,. ....., .,,_..__ ,.,..... �._,-. 3T74 n u r 3_W 9,5 _ 3 % ..,� M.,,, ..,. 4. 20 6 .... ., 208 _ ,.. ,.,.... .., .. A7 N, D R u,d _✓. R A 3l D . .... ....... ... ......- .. ., .... ..... ....... f t y31 `u .- 29 L. 289,3 295 8 _. 1 C ,,,.. E �... 424... 4 _ .... 11243 42,50 ,. ,. , .. ,... 'A! 793 z9q &04 0 ... 14 0CELLS PERFORMANCE WARRANTY ; PERFORMANCEATL.' IRRADIANCE % t s of T a �;`E xea �' 4Y ') ) S3 dirt t f t. d zzu amA s29 8t3o xIDao 1.3�N,• Y: C` is cc •�_ > r�?i c rQ rti r>O<i x•'r � r..;.. r.S r.�_.,;a 7E# USE COEFFICIENTS .. y [ 7 t1 1 �,c iIMO C 'a - RROPERTIESPOR SYSTOM DESIGN . _. .__ ... _, _, [VICv0 - -._ -_ : ia3ssli arr -tPF a_ __� Pei _60n,.24360 .w............. _. _7 fr QUALIFICATIONS N CERTIFICATES PACKAGING INFORIMAT ION L i`, p t r i{.,<'. vrrr . 1208. rn 561RR 23 ruin, . 24 pNlu,s TL . r ..,, ..... . A, D3o8fl:r,.z _£.: a...£,....,r t„ u;;r�, rTr;.kiY ..£.i u£'.,r ss ta;: r.'wrr,.,� _ ut r ka:1>.rt f+a:s haQCELLSAustra€sas Pty Ltd ....ttas3 L..._ 1. lE G a., No s7. ,;p, +'•,,. <i._., LMar^..r ('TE.L-61 A.1_63033 i '"A-K-..1, t29E163, 32 .,., Engineered in Germany OCELLS Castillo eEngineering GC11 a �'S IAA DONE EIGHT- CASTILLO ENGINEERING SERVICES, LLC COA 9 2a345 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL.(407)289-2575 ERMOCRATES E CAST LI C `rL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES LLC REVISIONS DESCRIPTION DATE REV PROJECTINSTALLER um _ signed v S 'E CF' En-noc Q ,2 sECa 2022.01 L 16-14323 PROJECT NAME SHEET NAME DATA SHEET SHEET * pSIZE ANSI B 1197 X 17" SHEET NUMBER ®1 I Specifically designed to work with power optimizers I Record -breaking efficiency I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Fixed voltage inverter for longer strings I Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 solarea ge.com I UL1741 SA certified, for CPUC Rule 21 grid compliance I Extremely small / Built-in module -level monitoring I Outdoor and indoor installation I Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) solar =es z Single Phase Inverter w itfi HID -Wave Technologyfor North America I SE300OH-US SE380OH-US / SE500OH-US / SE600OH-US/ SE760OH-US SE1 OOOOH-US / SE1 140OH-US F1;XXk4 XXXXX"XX4 OUTPUT .... ...................... - V - - - ----- - - 140"" i 1SX, �10V .... .......... . 24, Max�m�mA­ Ni� ��100 Cb 2U8_%i 2 A, 206 A(' 5 (_T "I G 7 MaxH-).m, je� as uiS .. . ....... . .............. q, INPUT ... . ... ....... .. ..... . ........ . 4� -------- -- - J- 4 '1: 1, ot h,'," J 99 24'J'V I�' 'O"v Castillo Engineering SCLAR DONE RIGHT„ CASTILLO ENGINEERING SERVICES, LLC COA428345 620 N. WYMORE ROAD, SUN`E 250, MAITLAND, FL 32751 TEL {407} 289-2575 ERMOCRATES E CASTILLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE R1 PROJECT INSTALLER TITAN S 0 L A R P 0 W E � 20 22.01 .2 16:43:23 PROJECT NAME Ld W > Of C:) z L0 (y) W Cy') 0 U) _j LL W 0 z W W 0 CIf CIL D W 0 N pi 0 N N C") SHEET NAME DATA SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER DS-02 I Specifically designed to work with SolarEdge inverters I Up to 25% more energy I Superior efficiency (99.S%) I Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading I Flexible system design for maximurn space utilization i s0laredge.-Inm M I Fast installation with a single bolt I Next generation maintenance with module - level monitoring I Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown Systern (PVRSS) I Module -level voltage shutdown for installer and firefighter safety Power Optimizer For North America P370 / P400 / P401 / P485 / P505 affo-W rlpuz Dc 4�31� 485 W ju, kka"mmir lu,", , , �sl31 I al �0111w_`�, P" MPPT Op -.rating Rang� 8 -4i i 125 Izff, E.3 id", Nllox, rliff.% srl,)0 "Iful, fl Adc Mla�r, 'P� UD �elry 99 5 OverDl:age C aixnory aislx.m:,rn C�ulplg OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLARED GE INVERTER OFF) STANDARD COMPLIANCE NEC,,", k201,78,2CP11) N F C 'T 7— 2 ............ . .............. . ... . ..... ......... . .... . s sir: FCC Pa15 Cfass A, EFC1,00,i_; 6Ir_- IEC6 09-­c s, 1: sa ULV�' U41-94"v 0 , URi ROHS INSTALLATION SPECIFICATIONS Ai, Phase .,nd Thfee nvel'­fs 129 -,,x`7 Y, 5" X �15 1 9,� '49 Hi I �64 �2 3 1 6 x I 1 16 x 6 X, R ]_711-,'_�3t,", III P`7: h,� 5l-,c_k)d1rqj 1 1 39a, 17— 15�4! e" -i lb M,- 24 n-, D I't, I-, nsdl &a;'MIC-4 0,u�, 1, 2 — --------- 4 7 F, k4n,ri-,u­ Onrq Lelqrh 0, N-K F­Di! 8 Nlammur,-, Len= Pv,,,& OvimiZers' Max SE 7 SE 4Xj-'IlS�­ Ve 5 0 pL!D­ I�_� t,,._Pf Al S-a A� T­ A - %). ROHS in—tertek Castillo Engineering SOLAR DONE MGHT1 CASTILLO ENGINEERING SERVICES, LLC COA # 28345 620 N \WYMORE ROAD, SUITE 250, MAITLAND. FL 32751 TEL l407l289-2575 FRIVIOCRATESE CASTILLO- FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER TITAN S 0 L A R P 0 W E F e ES IS'*igft �_witDall 1. 521911 signed Ermoc PROJECT NAME W C) Z LIJ my Lij Uj 0— W N 2022.01 16:43:24 W cl� CD �co : M 0 i _j _j L.L ow Z =J W a: Q 01-1 00- 2E W U I,- N N 00 U) (y) SHEET NAME DATA SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER DS-03 Soportamos sistemas FV C it System 1 CrossRail 148-X / 48-XL / 80 3 CrossRail [Standard] End Clamp 5 RailConn CR 48-X,48-XL Struct Set, Mill 7 Everest Ground BE 140006714 [/4.22mts, mill], 41000671 (14.27mts, mill] 4000040 [14,22mts mill], 14000508 [ /4.26mts, mill) �=Il 4000385 14000006-H Soportamos sistemas FV Anteriormente Everest Solar Systems Propiedades mec6nicas Propiedades seccionales Unidad de medida: [mm] pulgadas 4216,40 66 4 8 ............ 11 NoI:as: Valores estructurales y diagramas de Spend determinados de acuerdo con el Manual de diseft de alUminio y ASCE 7-16 Sisterna evaluado bajo UL2703 : iCastillo Engineering s0i AR 110N12 RiGHT, CASTILLO ENGINEERING SERVICES, LLC COA#283 5 620 N. VVYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407j289-2575 ERMOCRATES E CASTiLLO - FL PG 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER *TITAN: S 0 L A R P 0 W F I signed by:: Ermocrate s E Castillo Date- 2022.01.20 16:43:24 PROJECT NAME Ld w > C) z co w Q 0 i LL U) -j w 0 U) w T- 0 0If 0- -j LLJ 0 N Uj N CY) U) CY) SHEET NAME DATA SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER DS-04 Bonding and Grounding Appropriate r,,eans Of bonding g and gn undinq are required by regulation, The h formation provided in this rn@n€as+I a s...,'!,., be verified with Ic'. I and n<3'CIOi.;..1 budding Gf,:.,ei>. Everest t So Or Systems hes obtained e U,. 2703 systei-n i thng from Underwriter's, I.:.,Dbor:Etaries (,_:l..j, A `,3rnple bnding path IaCj'8[n is, shown in ii are .bF;lo%,f. Y c,r spec if c installation rr ay vary, based a on site conditions and your AHUI s require. e:'tS. aci ; l=; tr,c ! c r cti:an hasI en ;u> is cr t0 r ,u I sr f rntir f 30A, .u,t l is Or arO r€n I£a 1 r sub ,;;� strings,l zo { € x €. used <or red -fit When € � �these ci I`£a'a rriEFWt U�� t0 gr�.=€..I£€£' al;�,tia�C�`f1 es£1i:�i�.�'#€.F3 E-;'i� wt: =»t. ..s,�.11C �itl"iCV, ,�%� rl installed 3t," nst €i hom ;nstrucdons, all con(,ecdosrs rn1e he re—ulre rent_ o NE' 690 Z113, This racking system may be used to ground and/or RIOLIWC a C,V module complying 'with UL 1703 only whe the specific mociule ties been eva Cf�t�¢� for gfo ndin , and/or mounting in compliance wild the included Insti, uctions. Rail (typical loc, `on] typical locatioil Castillo Engineering ,O',M DONE RlIGHT , CASTILLO ENGINEERING SERVICES, LLC L. COA#283a5 ',... 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407) 289-2575 ERAOCRATES E. CASTiLLO - FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER (&TITAN S 0 L A R P O W E R signed by wz Errr3ocratf <2 s E Castil Date.- 2022.01,E 16:43:25 PROJECT NAME Lij 0 U) w w 0 Of €oun LUg hrrJC1: -t1 �n Mg�-Bolt End Clarnp CC) ,typical so qtior i Y(E 3; o Ili' � (typical i - �� nj (y) SHEET NAME Figure _. B ,red. €g L onn�ctions shoo ., in red F_0'r c rt 3 bonding end grounding 3tr.;.n er tk ns are idendhed at DATA SHEET SHEET SIZE ANSI 11" X 17" SHEET NUMBER 9/25/1997 y, ask Version 2011 L STEP I Article 220.42 & 220.52 TITAN SOLAR POWER q, ft 3333 General Lighting load 9,999 VA 525 W Baseline Rd. 2 Small Appliance 3,000 VA Mesa, AZ. 85210 1 Laundry circuit 1,500 VA (855) 729-7652 Gen.Lgt, Sm Apo.& Laun. Load 14,499 VA 1/18/2022 23:25 Derate - 3,000 VA @ 100%= 3,000 VA 11,499 VA @ 35% = 4,025 VA VA @ 25% = VA STEP 2 Article 220.50 & 220.51 10 General Lighting Demand Load 7,025 VA A/C Condenser & Fixed Electric Space Heating CITY Total I 5ton 7,130 VA AHUI 5kw 5,800 VA I "i Heating Load 57800 VAF A/C#2 1'r VA AHU 2 Select VA CU Load 7,930 VA AdC #3 VA AHU 3 Select VA Qy A/C #4 I VA AHU 4 select VA Oty Greater of Heat @ 100% vs @ 100% 7,930 VA A/C #5 VA AHU 5 select VA City STEP 3 Article 220.53 Appliance Demand Load 7,910 VA 4,501) VA FW I Water Heater 4,500 VA 1,400 VA 1 Refrigerator 1,400 VA Dryer Demand Load 5,000 VA 60G VA Freezer VA 1,030VA 1 Dishwasher 1,030 VA Range Demand Load 8,000 VA 1,587 VA 1 Disposal 1,587 VA 400 VA 1 1 R / Hood 400 VA Service Demand 35,865 VA 1,630 VA I V 1 Microwave 1,630 VA 0 1,440 VA 'w Microwave VA Demand Load 149 A 170VA Mini Refrig VA 400 VA Wine Cir VA Neutral Demand 86A 0 5,000 VA I nsta Hot VA 1,500VA m Ironing Center VA Min -Service Req. 150 A led Jacuzzi Tub VA select Sprinkler Pump VA Min. Feeder size 1 0 5.ieDt Well Pump VA Min. Neutral size 3 select Fountain Pump VA Eq. {girding Cond. 6 select Elevator VA Copper Pool Equip. Panel VA 100% Demand 0 VA No Demand 0 VA No Demand Total Appliance Load 10,547 VA 4 or more demand @ 75% plus 100% demand loads 7,910 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 Electric Ranges 9,000 W Col C demand 8000 or Number of appliances Cooktop 5,760 W Cot B demand Check Box for Gas Range Cooktop Cot B demand Oven(s) Col B demand Oven(s) 5,700 W Cot B demand Number of appliances 2 Dem. Factor 65% Cooktop & Oven Demand Load 7,449 W >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>><<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< Panel Feeder Calculation (See Note) A B N Continuous Non -continuous inuous Motors 0 ...... 0 0 0 Motors Motors continuous 0 0 0 0 Dtec!�,­O 240V elect i'l 0 240V heater 11 kVA 0 0 select 10 240, 5,i"ct 1 0 240v heater 3.5 ton 0 0 _- --------- -- --- select 0 240v select 0 2G0v heater 5 ton 0, 0 select 10 240, Select 0 24v Light Select 0 0 0 0 select 240v select 0 2,10v rgr _,elect 0 0 240, 0 0 0 load 0 0 240v 0 0 6 Motor Neutral Load load 0 0 240V 0 0 0 Im.Copper Pool Feeder AWG A A, A Max.Unbalanced Neutral Load Minimum Panel Ratinq A Phase Amperes I Neut. load Castillo Engineering SOIAR DONE RIGHT' CASTILLO ENGINEERING SERVICES, LLC COA # 28345 620 N. WYMORE ROAD, SUITE 250, MAITLAND, FL 32751 TEL (407) 289-2575 ERMOCRATES E CASTILLO- FL PE 52590 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC REVISIONS DESCRIPTION DATE REV PROJECT INSTALLER OTITAtl S 0 L A R P 0 W E 5­'S signed by Ermocrati s E Castil Date: 2022.01 16:43:26 PROJECT NAME W C) Z LLJ 0 C0 W W 0- Lij N U N (D W C) LO C-) 0 CY) j _j ILL 0 W M 0 Q� 00- Z> W [I- N CY) co SHEET NAME DATA SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER DS-07