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Home My WebLink About22-3929Class ofWork: Electric Service Replacement/ I|NC Address: 502916Th0 Building Valuation: ZEPHYRH|LLG.pl 33542 Electrical valumdon:$34.V00.O0 Phone: N13>838-3951 Mechanical Valuation: Plumbing Valuation: � Total Valuation: $34.000.00 Total Fees: $210.00 ' | Amount Paid: o21O/m | Date Paid: 4/2012022 12:49:04PM 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. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE im: 9 PE f1IT OFFICE() City of Zephyrhills Permit Application Fex 8 13-780-0021 Building Department . ..... ......... . ......... .. ........... ...... Date Received 1( 855 729 -7652 '7/V A a Owner's Name PEAVEY_jQWB&_aWRL Owner Phone Number ress —8TR—E-E-T--,—Z E-P—H Y'RH--I-L-L-S-,F—L -33-,-5-4-2 ------ ------- Owner's Add Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5029 16TH STREET, ZEPHYRHILLS, FL 33542 LOT SUBDIVISION PARCEL IDN (00YAIM,10 FROM PROPoRTY TAX NOTME) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL Lj REPAIR PROPOSED USE M SFR 000MM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL E:D DESCRIPTION OF WORK DG IZE "UILJNS O FOOTAGE[ HEIGHT r ,_ I I _1 L.—J L FKA, IL 4. 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Is kk a W, t kk 4 V VALUATION OF TO-TAL CONSTRUCTION =BUILDING LbELECTRICAL AMP SERVICE PROGRESS ENERGY W,R,E-C, =PLUMBING =MECHANICAL VALU/VTLI ON OF MECHANICAL INSTALLATION =GAS [�_j ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Address aT License # ELECTRICIAN COMPANY ff7 SIGNATURE FIFOSTER10 t _:±/N_j FEE CORWfiia Address License 2 PLUMBER COMPANY SIGNATURE 'N Address License OE MECHANICAL COMPANY SIGNATURE REGIGTEREO Address License# OTHER COMPANY SIGNATURE REVSTFRao Address License* RESIDENTIAL Atino (2) Plot Plans; (Z) sets of Ouildiag Plans; (1) set fit Energy Foam R-O-W Permit lot new con'shurAlan, Minimum tan (10) worldog days after submittal date, Required coolie, Cons(nuction Plana, Sic nowalof Plans w/ S Mt Fence Installed, Sanitary Facilifies & I dumpster; Site Wok Permit for subdivislonstlarge projects COMMERCIAL Attach (2) complote sots of Building Plants phra, a Lift, Safety Pago; (I � act of Energy Forms. R-O-W Permit for rany cootdruction, Minimum left (10) vrovIdng days after nubselital date, Required onnite, Construction Plans, Plans w/ Silt roncm eiMlila(L Sunitary Facilities & I dumiartar Site Wudk Permit Wall new projects, Ali commervill goquirernerits rnual most compliance SIGN PERMIT Attach (2) sets of Engineered Pieria. '—PROPERTY SURVEY required for all NEW construction. Fill out applIcallon completely, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500) - Agent (for the contractor) or Power of Attoomy (for the owner) would be someone with notarized letter from owner authorizing Sarno OVER THE COUNTER PERMITTING (copy of contract required) Reroo!s if Shingles Sewers Service Upgrades A/C Fences (PlotlSurvey/Footage) Driveways -Not over Counter It on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEFD R STR CT€OHS. Tbe, undersigned i ndrtrstand. trial this permit may be ,ubjeca to -dead' restrid celtr whrCh maybe more €a;trictivtr was County mqugoy Tho undlasitifirel for comptkin e with any applicable d i e trictierm UNUCENSFti CONTRACTORS AND CONTRACTOR RESPOe SIBILMES' If lira Owner has hifv4 it contractor or contractors to undertaako w0fk, Liar=y rally be required to tie licensed In accordance w rib state and local r €fiationa if time contractor Is: not licenseef or mcfta red by low, troth (he owner art€1 contra or react, be died for a virilatkan Lander state law it the avotor or Inforded contractor are uncertain Ae, to What f c'eaaing a artremnk� may apply for the lit#ended wart;, they are advised to contest the Pasco County Buirding Inspection taivisfon—Liconsi m Scctfop At 77,7-B47- Bork Funkermorx?, rf tire owner has hired a co ttractril at contractors, tie is advised to time the pontlom of the "contractor Eikon `of this application for which they Wit be responsible, It you, as the sxroer sign as the contractor, that may be an fndP Lion that he is not property Licensed and is not enittrorf to permmit ing privifiegos ire Pasco courary TRANSPORTATION IMPACTfUTILITIES IMPACT AND RESOURCE RECOVERY FEES; The undersigned understands that Transportation on Import Fees and Recourse Recovery Fees may apply to her construction of now buildings, change of use in existing buildings, or expansion of oxdsling building, as specified in Basco County Ordinance number 8941 and go-07, as amended, Time i ndorefgncad also understands, that such fees, as t"r'ray he dare, w+`lt be identified at the titan of peartristnti It is further understood that Transportation Impact Fees and Resource, Recovery Fees must bit paid p for to mcttivlp f a `carrifc ate of occupancy' as Final power release It file project do" not involve a caretificals of occupancy far final pfever release, the tees must be paid prior to permllissuanw, Furthermore, If Pasco County Water/Sawa Impact fens afe due, they proof be paid pilot to permil Issuance in atccardartee with applicable Peace Cocamty, crdlajance CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, .as armmerrdud): If vrakraatlran of work is $2,500 01) or more, f aastify that I, the, applicant, have been provided with a coley of the `Florlda Construction Clem 1aw—Hornotavner's Protection Guide" prepa€od by lire Florida Department of Atir;e:uIlu e and Consumer Affairs. It the applicant to someone other than the 'Iternet, I sanity that I have obtained a ray of the above dr,actibed doutstiont and promise in good helb to deliver It to the "owiraa n" poor to commencement. CONTRACTOR'St WNFR'S AFFIDAVIT., t canify that all the information In this application Is arcuraft, and [flat aft wrek will be dune ha carilptionce with ali applicable laws regulating amw- ruction, zoning and land oovelopmenf. Appllcaffoit Is hereby made to obtain a permit to do work and Installation as indicated, l ceiilty that no wol* or insteilatloo ties commencod poor to he uance of s permit and that all work Yalta be performed to meet standards of all laws regulaling raac strtzdlert, county and City code[, zoning regulations, and land development ill the jurisdit lion I also Certify that t understand that file rearalalie ns of other government agencies may apply to the intended work, and that it is my respom agility to Identify what factions t must take to are in compliance, Such agrai 3es include but art net infitedto: Department of Environmental Protection- cypress Bayheads, Welland ,Areas and Environmentally Sensitive Lands, Walertv'trasteWiNer Treataisuft, Southwest Florida Water Management District -Wells, Cypress Say ends, Wetland Areas, Altering Watercourses. - Array Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative ServicesfEmaronrftental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. t understand that the f0owing restrictions apply to the use of fill: - Use of fill is not allotted In Flood Zone " V' unless expressly permitted. It the till material is to be used in Food Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting whicIr is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used In Flood Zone "A" In connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the steal wall. - it fill material is to be used in any area, l certify that use of such fill will not adversely affect adjacent properties. If use of fill is founts 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 (i) acre which are elevated by fill, an engineered drainage plan is required, it Ram the AGE 'r FOR T14E OWNER,, t promise In good faf[h to inform the owner of the pirimining conditions act forth In this affidavit prim to commencing construction, t understand that a separate permit may be required for eloctrical were, plumbing, ;signs, wells, pools, air conditioning, gas, or rather Installations not specifically Included In the application, A permit issued shall be conartmed to be a Itcanse to proceed with (tie erf a if and not as authority to violate, crincril, after, or set asid€a any provisions offt technical chides, nor shall issuance of as Parrett prevent file tluiidma officialir€arr thcioawfler requfrlm a correction Of unoul In pleas. Construction or violations of any codes, Every pomat issued shall became Invalid unless the work authorized by such permit in commenced [[plain six months of permit Issuance, or it work authorized by tarn permit Is suspended or aaborearrod for fa Period of six (at) mmu ratan after the little the work is commenced. Aar extension may be requested, in writing, from (tie Nothing Official tote purled not to excet d reFnely (00) days sad will denacrnr lrrztwa Justifiable cause for the eArtrision It work chases for ninety (90) consocullint days, the lob is considered abandoned. r, .• ♦ tr* ♦ •a •. OWNER OR AGENT,, Subscribed and sworn ivei#aay battle;.. a.. to rdaary Public Commission No w. �� c miss€on No � A� With of �o(isry l . �� s#sirnpad Nast3e Owel'ti4i . P rr or :draped . oi— MIGUEL VAZOVEZ-RODRIGUEZ a s. rotary Publfc-Stag of Florid$ " Commission # HH 42264 yr tvly COMmiSsion Expires September 14, IWIA s m'a e fir€4 r�tF�x GUI 1. �fNl.G7 e.+ 6"ItVmltiti?UGL a 911 Notary Puntfc-State: of Florida »m CcarrTrr isStc}rt # FIH 42254 MY Cper rftaSiaon Expires ; .ri * ' at t rrtbor id. 2024. Permit No: Parcxsl tD No 11-26-21-0010-21200 NOTICE OF COMMENCEMENT - the following i provided in this Notice of Commencement: fi..: sit 2. General Description of Improvement P'V Solar Installation _._' Owner Information or Looked information if the Lessee c ontmOod for the i mprwmment: PEAVEY JOHN 6 & SHIRLEY A Name ZEPHYRHILLS FL Address City State Interest InProperty: Q ER Name of Fee Simple Titleholder. (If diffirrant from Owner listed ) Address City Stair 4. Contractor. f ivamcr Kiss4nt FL �tr d Address City State Contractor's Telephone No.: 855-729,7652 5. Surety: Name Address CRY State Amount of Scrod: Telephone No.: 4#, Lender: Name Address City State Lender's Telephone No.: 7, Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(s)(7), Florida Statutes: Name Address city State Telephone Number of Designated P 6, in addition to himself, the owner designates of to receive a copy of the UwWs Notice as provided in Section 713,13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by r 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but Oil be one year tom the date of recording unless a different date is ): Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and b4flef. W �N, a • The foregoing instrument was as sdQed before o this lay of t� 20 by ` as ( of au e.g., otitstoe, attorney in fact} for (names of QMjWHjffAwh*=r Instrument was executed). Personalty Known ® QR Produced IdenfiftationM Notary Signature Type of Identification Produced Name (Print) Nu4i iigbiM7hy i i� ! . • C •�1 PTIMIZERS: (17) P505 BY SOLAR EDGE ACKING SYSTEM: CROSS RAIL SYSTEM 44-X Y K2 SYSTEMS PROJECT INFORMATION ROJECT LATITUDE 28.230749 MIN AMBIENT TEMP -1 ° C OJECT LONGITUDE-82.17597 MAX AMBIENT TEMP I 35 ° C WIND EXPOSURE C AHJ ZEPHYRHILLS CITY ----- DESIGN WIND SPEED 140 MPH DRAWINGSi _ C-1 COVER SHEET C-2 SAFETY PLANS E_I ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURALPLAN S-2 RACKING PLAN S-3 RACKING PLAN D-1 PV MODULES DATA SHEET D-3 I INVERTER DATA SHEET 1 GENERAL• ER FL. STATUTE 377,705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL OMPONENTS ARE DESIGNED AND APPROVED USING THE TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE LORIDA BUILDING CODE, PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017. ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE JSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH DITION OR LOCAL GOVERNING CODE. LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL ETHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE CIRCLED PER DEVICE LISTING, OR MANUFACTURERS ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL E CHECKED FOR PROPER GROUNDING. EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING AGE FOR MORE INFORMATION. ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING IANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDING JEER CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL ONTINUITY. IECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING SCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1 ND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF EIGHT MUST BE LESS THAN 60 FEET. DOCUMENT CONTROL UED FOR PERMIT V FESCRIPTION LOCATION WIND ZONES IRRADIANCE *t P 3 i N.T.S. ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS. COM ENGINEERING STAMP Rafael A 11 .. Gonzalez Soto 2022.04.15 16:41:31 CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 W m �0 � t @G 0 �+�f a STAT OF � PR t1s, CONTRACTOR LOGO (&TITAN S O L A R P O `td E R N.T.S. CUSTOMER: JOHN PEAVEY PROJECT ADDRESS: 5029 16TH ST ZEPHYRHILLS FL 33542 PARCEL NUMBER SHEET NAME: X• ■ IAMIL a PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE TSP121169 DATE: SHEET TITLE: C-1 11 nC 4 r LOCATION OF NEAREST URGENT CARE FACILITY NAME ADDRESS: PHONE NUMBER NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK DOCUMENT CONTROL DATE 'iCADi GO ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN 5 0 L A R P 0 W E R CUSTOMER: JOHN PEAVEY SHEET NAME PLAN UED FOR PERMIT 04-12-22 BW'AW ENGIPARTNERS LLC Rafael A C.A. 32661 Gonzalez 255 GIRALDA AVE CORAL GABLES, FL 33134 Soto 2022.04.15 TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 V DESCRIPTION DATE CAD; QC -PROJECT ADDRESS:SAFETY 5029 16TH ST ZEPHYRHtLLS FL 33542 ! PROJECT ID. ENGINEER OF RECORD: ENG RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: C-2 DESIGN@ENGIPARTNERS.COM 16:41:45 (813� 982 -9001 TSP121 169 DATE: SHEETS: WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION - .-- --- - I II ( i WIRE DE -RATE D CALCULATION WIRE TAG CONDUCTOR QTY. SIZE &TYPE NEUTRAL QTY. SIZE &TYPE GROUND QTY. SIZE &TYPE RACEWAY SIZE &TYPE RACEWAY LOCATION RACEWAY I HEIGHT ! OUTPUT CURRENT o o 125 / OF OUTPUT MIN OCPD WIRE -- i 1 AMBIENT # OF DIST. DE -RATES VOLTAGE VOLTAGE DROP % CONDUIT FILL ABOVE ROOF CURRRENT RATING TEMPERATURE CONDUCTORS I AMPACITY I_ { COEFFICIENT COEFFICIENT DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 350V 0.11% 6.4% DC (AFTER JB) (4) #10 AWG THWN-2 N/A (1) #8 AWG THWN-2 3/4 EMT CONDUIT ABOVE ROOF 1/2 TO 3-1l2 15A 18.8A 20A 40A 0.76 0.8 24.3A 20 FT 350V 0.21 /0 8.1 /o --_ -- — -------- ----- i AC INVERTER TO METER) (2) #6 AWG THWN-2 1 #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 25A 31.25A 40A 75A j 1 1 75A 5 FT. 240V 1 0.1% 7.7% STRING #1 A1.1 2 � A1.8 A1.3 A1.4 —v Al 5 V A1.6 � A1.7 � � 7 1 1 - j A1.9 ®� ',, , A ', 10 11 EXISTING OVERHEAD SERVICE 240V/1 I��,l ; -- _— OV 2 j - - - - 2 3 4 13 # 3i0 THWN-2 - -_ pV RAILS TO BE BONDED WITH #8 BARE WIREI ) 9 1 - - r� _ - - - - (D INVERTER TOTAL OUTPUT: 25A _ - - — -:- — ....._�© o_�� -- rFUSED $ METER - - 6 ;SAFETY RATING (125 /o): 31.25A _ 60A TOTAL PV SYSTEM OCPD: 40A STRING #2 150A A2A A2.2 A2.3 AZ 4 A2.5 A2.6 A2.7 A2.8 - -- - - LNEMA3R j MAIN BREAKER RATING: 150A �- - BUS BAR RATING: 225A C— - - -- - - - -- -- -- - 120% BACKFEED RATING: 120A 1 #4 THWN-2 GROUND (17) Q. PEAK DUO BLK ML-G10+400 BY Q. CELL 2 #10 PV WIRE PER STRING BOX 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION REFER TO D-1 SHEET 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 5 SE6000H-US BY SOLAREDGE 2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND 1 #8 THWN-2 GROUND REFER TO D-3 SHEET 1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT % PV SYSTEM DISCONNECT 60A RATED WITH 2-40A FUSES 8 2 #6 L1,L2 THWN-2 3/4" EMT CONDUIT 9 PV INTERCONNECTION POINT LINE SIDE TAP - 1 #6 THWN-2 NEUTRAL - 10 150A MAIN SERVICE PANEL 11 UTILITY ELECTRICAL SERVICE 12 NOT USED DOCUMENT CONTROL DATE !,CADI QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO - ' CUSTOMER: JOHN PEAVEY —-------- PROJECT AD 5029 16TH ST ZEPHYRHILLS FL 33542 SHEET NAME:LED ' E' S EDIAGRAM 4 RDRESS: ONE LINE RI FOR PERMIT o ENGIPARTNERS LLC 255 GIRALDA AVE CORAL GABLES, FL 33134 Rafael A � Gonzalez F y _ SOi:O TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA. FL 33592 CAAw V DESCRIPTION DATETE CADI QC DATE _ PROJECT ID: ENGINEER OF RECORD: .SHEET TITLE: i DESIGN@ENGIPARTNERS.COM 2022.04.15 16:41:56 (813)982-9001 5 D L A. R P C '*� E R TSP121169 ENG. RAFAEL A. GONZALEZ SOTO, PE E-1 -------- PARCEL NUMBER: --- DATE: SHEETS: p`<-'' jil, a I: Jae] moil smem go TURN RAPID SHUTDOWN SWITCH roTHE "Opr POSITION TO SHUT DOWN pvSYSTEM AND REDUCE SHOCK HAZARD INTHE ARRAY. LABEL LOCATION: AC DISCONNECT, POINT 0FINTERCONNECTION PER CODE: NEC 690.13 (B) LABEL LOCATION: ACDISCONNECT, MAIN PANEL PER CODE: NEC 11O.27(] OSHA 1910.145(f)(7) LABEL LOCATION: ACDISCONNECT, MAIN PANEL PER CODE: NEC GUO.5S(C)(3) AC DISCONNECT POINT OFINTERCONNECTION PER CODE: NEC 690.56(C) LABEL LOCATION: ACDISCONNECT, MAIN PANEL POWER 0THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: | INVERTER LABEL LOCATION: INVERTER PER CODE: NEC 690 AC DISCONNECT PER CODE: NEC OSO.54 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.13 (B) LABEL LOCATION: MAIN SERVICES DISCONNECT, DCCONDUIT POINT OF INTERCONNECTION PER CODE: NEC 705.12 (13)(3 I 04INT-Im no Lim POINT OF INTERCONNECTION PER CODE: NEC LABEL LOCATION: MAIN SERVICE PANEL POINT OF INTERCONNECTION PER CODE: NEC 89O.33(E)(2\&NEC LABEL LOCATION: POINT OFINTERCONNECTION All ' ' ~ `. ~ ` ` GENERALNOTE: ` /\OHEGK/E F/\STENEDS|GNS: '''///\11``' THE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1' 11.12.2.11 WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL HELD APPLIED LABELS, VVARN|NGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4[NEC 11O.21/B\FIELD MARK|NG]. . ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER DOCUMENTCONTROL DATE CADI QC I ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER- J HN PEAVEY SHEET NAME: SAFETY LABELS DIED FOR PERMIT 04-12-22 BW 1AWI ENGIPARTNERS LLC I C A,32661 CORAL GABLES. FL 33134 Rafael A Gonzalez 16:42:06 TITAN SOLAR POWER FIL 12221 N US HIGHWAY 301 V DESCRIPTION DATE ICA Di QC PROJECT ADDRESS: DATE' SHEETS: AH PARCEL NUMBER: 0%jL_1A1"_k IVIULJUL-M UL 1703 CERTIFIED MAX. DESIGN LOAD: 83.54 psf APPLIED WIND LOAD :31.13 psf QPEAK DUO BLK ML-G10, 4 40OW NOTES: -INSTALL MID CLAMPS BETWEEN MODULES AND ENDS CLAMPS AT THE END OF EACH ROW OF MODULES, -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. WORST CASE MODULE: ZONE 1: 17% ZONE 2e: 16% ZONE 2r: 60% 27,17(0.17) + 27.17(0.16) + 36.94(0.60) =31.13psf TIMATE WIND SPEED 1381mph SIGN WIND SPEED 1401mph 3K CATEGORY 11 POSURE CATEGORY C )OF SLOPE 22 IOF TYPE GABLED" �TERIAL ROOF TYPE ASPHALT SHING ESSURE ZONE: 1&2 AN ROOF HEIGHT 14.25 MEAN ROOF HEIGHT T13 2 8 RIMETER WIDTH: 4.45 0.85 1.0 0.849 LOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKJV' LOCITY PRESSURE (ASD) 1 2111 NON EXPOSED GE FACTOR: 1 0 YE = EXPOSED EDGE FACTOR: 'YE= 1 51 ARRAY EQUALIZATION IFACTOR: Ya 0.7 TERNAL PRESSURE COEFFICIENT Z1 0.7 -1.5 TERNAL PRESSURE COEFFICIENT Z2e 0.7 _1.5 TERNAL PRESSURE COEFFICIENT Z2n 0,7 -2.5 TERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.5 TERNAL PRESSURE COEFFICIENT Z3e 0.7 -2.5 TERNAL PRESSURE COEFFICIENT Z3r 0.7 -3.6 TERNAL PRESSURE COEFFICIENT 0.18 ONES PRESSURES (PSF) NON EXPOSED PRESSURES (PSF) EXPOSED PRESSURES (PSF) MAX SPAN (FT) MAX CANTI- LEVER (IN) 1 -35.46 -22.17 -3125 4' 16 - -35.46 -22A7 -33.25 1 4 16 -56.57 -36.94 -55.41 4 16 -56.57 -36.94 -55.41 2' -56.57 -36.94 -55.41 2 -79.78 -53.20 -79.80 2. )TAL ROOF AREA 1,672.86 sq.-ft ITAL MODULES: 17 1TAL PHOTOVOLTAIC AREA 35904 fTAL PERCENTAGE AREA OF PV SYSTEM 21461% ND LOAD (PSF): 31.13 ,TAL WIND LOAD (LBS): 11,176.92 ,TAL ROOF MOUNTS: 45 NSION FORCE PER MOUNT (LBS): 248.38 DOCUMENT CONTROL DATE ,CAD: QC UED FOR PERMIT 04-12-22 BW:; AW V I DESCRIPTION I DATE CADj OC I L_r_%_7r_1mLj Cx 0 1 1V1m%jL_0 OBS ROOF OBSTRUCTIONS ARRAY# MODULE # STRING # NON -EXPOSED MODULES EXPOSED MODULES EDGE MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL > ROOF SLOPE 1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS PER MANUFACTURER STANDARDS. ROOF INSPECTION NOTE: A PANEL IS DEFINED AS EXPOSED IF D1 TO THE ROOF EDGE >0.5H AND ONE OF THE FOLLOWING APPLIES: 1. DI TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR 2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M) ASCE 7.16 - 29.4-7 DESIGNED WIND PRESSURES: p = qh (GC p)(YE)( Ya) 1 10 100 1000 Effective Wind Area, ft' ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C,A, 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM KPAI am AC LOAD CENTER - INTERCONNECTION POINT EXISTING ELECTRIC METER PV DISCONNECT PV STRING INVERTER #1 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION Rafael A TITAN SOLAR POWER FL Gonzalez 12221 N US HIGHWAY 301 Soto 2022.04.15 THONOTASASSA, FL 33592 16:42:18 (813) 982 -9001 ARRAY A TILT=22o AZIMUTH= 269' (W) H2= 4" JUNCTION BOX CONTRACTOR LOGO *TITAN S 0 L A R P 0 W E R WOOD TRUSSES/RAFTERS LOCATION - INSTALLER MUST VERIFY IN FIELD ROOF MOUNTS LOCATED AT CENTER OF ROOF TRUSS - TYP. SOLAR MODULE - TYP. SEE D-1 CUSTOMER: JOHN PEAVEY PROJECT ADDRESS: 5029 16TH ST ZEPHYRHILLS FL 33542 mws I III,►a A-4 47-b NMI N GO�z4, 4 0 STA % re OF 4't 0 k, RICA 77fON4 L SHEET NAME STRUCTURAL PLAN PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:S_1 ENG RAFAEL A. GONZALEZ SOTOr PE TSP121169 I DATE: SHEETS: Vie >upport YV s Ystems ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE K2 SYSTEMS CROSS RAIL SPLICE FOOT SEE DATA SHEET ABOVE NOTE: SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE SEALANT a " yp ea v DATA -SHINGLE ROOF MO-UNT DETAIL & CROSSRAIL YETI END C 13MM HEX BOLT LOCK WASH Wesuppo s m, s "PV sqMfen uortP4 xst sns F "�car1ee ..va- So ? a 0 4L Crass _aid Mid Clamp Everest Ground 2X4 RAFTERS 24" O.C. ASPHALT P --SPECIFY MIN. SHINGLES EMBEDMENT OF 2.5" 5/16" SS LAG BOLT 5/16" SS FENDER WASHER 140 mph Array Interior 63 63 63 50 50 50 48 0 psf C 20 to 27 Array Edge 53 53 53 40 40 40 39 LAG BOLT PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread Depth 266lbs SS Lag Bolt 5/16" x 4" Min. Thread Depth 0'-3" Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in = 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs. Max. Pull Out Strength Required per Lag Bolt -248,38 Lag Bolt Pull Out Strength Safety Factor -3,21 ASCE 7-16 Velocity Pressure gz10 = 0.00256Kz Kzt Kd V2 Where: DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT + 3.5 LBS) * (MODULE QTY) = (52.00 LBS) * (17) = 884.00 LBS PER SQUARE F_EET�PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 884.00 LBS / 359.04 SOFT 246 PSF HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf) Kz = velocity pressure exposure coefficient Kzt = topographic factor Kd = wind directionality factor V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind speed maps in 2020 FBC. As an example, for an array having an area of 158.04 sq.-ft., the total uplifting (resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6,179,364 lb. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary to safely carry this load. Live Loads: Live loads associated with photovoltaic systems are usually assumed to be distributed uniformly and are small, on the order of 4 psf or less. LAG BOLT FLASHING EXIST, 2X WD- TRUSSES OR .,� RAFTERS PLACE BOLT AT C.L. OF TRUSS OR EQEQ. RAFTER SECTION "A -A" N.T.S. LLag pull-out (withdrawal) capacities Ibs in typical roof lumber (A STAINLESS STEEL Lag screw specifications Specific sje" shaft gravity per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0,46 235 Engelman Spruce, Lodgepole Pine 0A6 235 (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) 0,43 212 -tom Hem, Fir (North) 046 235 C Southern Pine 0.55 307 (U Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council, NDS 2005, Table 11. 2A, 11.3A. DOCUMENT CONTROL DATE ',CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: JOHN PEAVEY SHEET NAME: RACKING PLAN LED FOR PERMIT 04-12-22BwAw ENGIPARTNERS LLC Rafael TITAN SOLAR POWER FL DESCRIPTION OC - PROJECT ADDRESS: V DATE 'CADi C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 * ` Gonzalez °•. ° Soto 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 l' TITAN 5029 16TH ST ZEPHYRHILLS FL 33542 _ PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: - } ' 2022.04.1 5 S 0 L A R P 0 W E R ENG. RAFAEL A. GONZALEZ SOTO, PE S-2 DESIGN@ENGIPARTNERS.COM T - 6:42:31 (813)982-9001 TSP121169 DATE: SHEETS: PARCEL NUMBER: 1. Determine location for the Mount on roof by drilling through the center of truss from bottom with 5/32" drill bit. 2. Mark mounting holes for Mount on underlayment. Mounting holes should be centered on the trusses. 3. Drill 15/64" pilot hole. 4. Apply sealant to bottom of Mount. 5. Place Mount over roof underlayment with holes in roof. 6. Apply sealant to bottom of Mount, apply sealant to lag screws and fasten Mount securely to trusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (2) Lag Bolts must be located in the middle third of the structural member. (3) These values are not valid for wet services. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS for Wood Construction. DOCUMENT CONTROL YED FOR PERMIT V 1 DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 0 MIAN 57M C 'CONTROL SECTION t M%I 2b91 , - R,,, 2es - DE ART%flINT OF REGLTATOR) kNT, ECONONTIC RESOURCES (RERt t,C,.— z3i 5 2171 hio'lif, '10 COD" DW11S1 - 110, DO, IS— No,rwE OF ACCEII-TANCE K2 LLC 1 351 . '14-adA D, Suit, A VkO, CA 92081 sropr, I hi, NOA i, b6n,, i—ld iiodih11 and ,g.I,n3ou, g—L—ing On, I— .1'.—bul n., Instl— I, In, 1eb,,iu,d — ..d It,- ..... od ptld by kli.,ni-D.d� Co-ty It II f"i— ( "n"ll S-mu to be u—i in %;-Dudi, Ceouy and other ,; ,le,, tilh—i b, It. An," I, f4i,in, Iii—iol, (AHJ� Tin, NOA shall u be ,.Iid inw, the I[,rated btlo- Frio Misiei-Dade C—uly Noduet C,booe S—len (I. 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STATE OF 4" K Sy,t,—I ENGINEERING STAMP Rafael A Gonzalez Soto 2022.04.15 16:42:42 IDA No- U-W727.43 li'loi,.n_ D_ F b 2fu7 :7 ApplolallOne: Z' 7' 2022 PaKcl We support PVSWtB S re, o", ly E't sehit Sys, ,T� IN MMMMMMMMMMMMMM0ffMMM I Ile Eu iie v Feclmimi Data ,eub, teb, W 48'a, 80 — --------- PART BILL OFMATERALS -- - -- - ------------- - - ----------- -- SPLICE POUT X DIMENSIONS CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO T I "IPA N CUSTOMER: JOHN PEAVEY TITAN SOLAR POWER FL 12221 IN US HIGHWAY 301 PROJECTADDRESS: 5029 16TH ST THONOTASASSA, FL 33592 ZEPHYRHILLS FL 33542 S 0 L A R P 0 W E R (813) 982 -9001 PARCEL NUMBER: ---- ----- - SHEET NAME: GO 0 Acery CEAf Isk a 83 -3J4 A 0 rArL0z . ///01�AL e PROJECTID: ENGINEER OF RECORD: NO =EL A [EG GONZALEZ SOTO PE . T TSP12116 DATE: SHEET TITLE: S-3 SHEETS: MECHANICAL SPECIFICATION grlyl% R "jo vwl� C E L L S IJIA_ 111V_1011 ROO I Utl DOCUMENTCONTROL UED FOR PERMIT VTDESCRIPITON R TOP BRAND rV F51 2021 Warranty 0 CELLS BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with — gap cell layout boosts module efficiency up to 20.9 INDUSTRY'S MOST THOROUGH TESTING Q CELLS is the first solar module manufacturer to pass the most comprehensive quality programme in the industry: The new "Quality Controlled PV" of the independent certification institute TOV Rheinland, ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technologyl, Hot -Spot Protect and Traceable Quality T,..Q". EXTREME WEATHER RATING High-tech aluminum .11.y frame, c.Aifi.8 for high snow (5400 P.) and wind I..d, (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performa- warranty2. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yield" what.... the weather with excellent low -fight and temperature behavior, 1 - 1500�V,96h) " S data tt J ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM ENGINEERING STAMP Rafael A Gonzalez Soto _-2022.04.15 16:42:57 CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 (187V min -32 WEIGHT 48 5b,'22 0 FRONT COVER 0.13 it, (3 2--,i) z:her-liy o-, gi-s-tF BACKCOVER FRAME Bik di,ed alurvnum CELL 6 - Q.ANTUVI I�f—,J, JUNCTION BOX 2 09 3 98 1,26 236 ii, x 0.59 0,71 53 101 12-60 15 IR ITil), ID67, CABLE 4-Sol-ablerI)a 49,2,,(1250 m).(-)_49,2,,0250 -1) CONNECTOR S-_,ibli MC4. IP68 -- - ----------- ELECTRICAL CHARACTERISTICS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC (POWERTOLERANCE,S Wi-OW) POWE R AT M PP 390 319 51 0 b SHORT CIRCUIT CURRE NT OPEN CIRCUIT VOLTAGE V V 1 4, 5 1� 11 5,2 3 4�) 27 A 30 'All CURRENTAT MPP 10,65 10711 5 19 10 7,' 1 (i 83 VOLTAGE AT MPP 36.69 36-83 _7_3 3739 EFFICIENCY 190 9 ?01 be 4 C MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT POWER A MPP 292E 8 29&3 D SHORT CIRCUIT CURPENI 890 H 97 4 q5 8y ^t 0 V OPENCIRCUIT'VOLTAGE /i 42 62 4, 2 65 69 4- 7-76 :E CURPENTAT MPP 8 ab 8,41 R 46 8,5' 3 67 VOLT.AGEATMPP iV� 34 fil, 3b 46 _U To , WARRA,4TY PERFPR, Cf,AT LOW I I --------- O N�z G At f-I 98 po- d,jt ng N, Z - ----------- ye�, At 9j i, T,t ,!. C AT 86 ai D-, �p ri,, w `tea ------ - - --------- a o QCEi Ls -0 ly� i-i OR -4 IC a,, rs2S C, ic 00 Wii,, 4(1 T,ir N utTEtI,Pc,PATURECOEFFfC�Ei4TOF1 TEMPERADURECOEFROEN! '-)PVi- T p EN, ERATURECOEFRCIFNTOFP PROPERTIES FOR SYSTEM DESIGN mun V,,21:age V i,' Sa, F Rtfc,g iAO I Fire R,tmg b-d -ANSI UL 61730 M D-g, woad, P-IT P,A (3t 6ic 0-a t) t C P,tTed 'A.J,ie Tt, 1 15�,i tp to an A Test Ld� P,,h C-ti- D.ty qUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION A ✓A sa 6 A, r A 3 3 n dtt,3�ft 16b6lbti S 94Cq1tr llf.omm t:Z_!ieit; rrlt)cl,!( CE N.— 1-T4,,i—i this produ<.. 0 ff 4" s`,z,,` c"t Di —, S.i,, 1400, 1 CA W`8, USA s" TEL Ti5� SAYSO � AR SN CELLS TEL -19 748 �996 *TITAN S 0 A R P A " E L IM EMAIL: 4�Rq 1 EMAIL, CONTRACTOR LOGO (&TITAN 5 0 L A R P 0 W E R CUSTOMER: JOHN PEAVEY PROJECTADDRESS: 5029 16TH ST ZEPHYRHILLS FL 33542 PARCEL NUMBER SHEET NAME: PROJECTID:ENGINEER OF RECORD: ENG RAFAEL A GONZALEZ SOTO. PE TSP121169 DATE: SHEET TITLE, SHEETS: 0 a DOCUMENTCONTROL UED FOR PERMIT V DESCRIPTION 1 Specifically designed to work with SolarEdge inverters I Up to 25% more energy I Superior efficiency (99.5%) 1 Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading I Flexible system design for maximum space utilization solaredge.corn ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A, 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM 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 System (PVRSS) I Module -level voltage shutdown for installer and firefighter safety '41 l solar OV ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION Rafael A TITAN SOLAR POWER FL Gonzalez 12221 N US HIGHWAY 301 Soto THONOTASASSA, FL 33592 2022.04.15 16:43:08 (813) 982 -9001 Power Optirnizer For North America P320 / P340 / P370 / P400 / P401 / P405 / P485 TP505 INPUT Rall�d,,-�"' ic Po,'e� 1`0 �cj 31101 ------------ �"�D --- - ---- - - - -- ------- - Abva,, Maxum r:xA 'Vtge 48 (0 810 61 tempe'awfO MPC")pCrdting Ra,ge 8 6111 8 8101 S 611 75 Dc "r"put Curf!)t_ i; 7S _12 65 Overvoll',age Cate go!y I ------ ---- ..... ----- ------ ----------- ------------- - --- - - - - - --- - - --- .... . ... ------ -------- ----- ----------- OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) INSTALLATION SPECIFICATIONS - --------- --- ...... ---------- - ---- V.k o-c"itbie Pe,tprs A: Sc:acEaiae Pha,,-' and pl'ase 2 "r 5 1 C X 6 A, x we�qht 6i)dud")o 6301 4 10(4 S I 84 x co VC C I fS 0" 0 Wte 0 1c, m fl Da :c r,r;:cFed ✓ MC/' 0' to-3 -i 40 '0 18 C Rat��g li NELIA0 p "'j ix,r- 7f" N G OA( V -,ij- '6� tSs"- p'— dt-'k-j'S,:;_-11'c (,,,, z T" Q LP PP,7 LerqTh 8 .... - . - ---- . ....... 0 C)p! - - ------ -- Sr4 Op 0 M'vm,Powe, p,, S g SPbK'01 US - SE11400- 60W IDA i S) "I C>' 7Y' KV ',)xv P, r i..i�T "';,r ',C�"V' P"" J "t", Tf, P"!' ql 7 Id Al r,9htsd tf,, tid�Tdg, bp, OKVIZR) $Y OtAR DGE vnd&,,0 S.la,Edg, T,hloqj,, to (Tow, ROHS ore trad, e, 1 th— "P'6v' 2 �, ' D08"2121 01 01X�044 1A W Sj_hq, 5th,,,,Z FI,Wrtek CONTRACTOR LOGO L I (&T I TAN S 0 L A R P 0 W E R CUSTOMER: JOHN PEAVEY PROJECT ADDRESS: 5029 16TH ST ZEPHYRHILLS FL 33542 PROJECT ID: ENGINEER OF RECORD: '.RAFAEL A GONZALEZ SOTO,PTSP12116 ATE: TITLE D-2 n !fiI An Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance Record -breaking 99% weighted efficiency Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014, NEC 2017 and NEC 2020 per article 690.11 and 690.12 sofaredge.eom Small, lightweight, and easy to install both outdoors or indoors Built-in module -level monitoring Optional: Faster installations with built-in consumption metering (1% accuracy) and production revenue grade metering (0.5% accuracy, ANSI C12.20) Il�li�ll�lr 4v llllll \:, Single Phase Inverter with HD -Wave Technology o North America #!1 �!1 !!i •i1! ,E'E .,b 01 - v �-4 za t I,, 0 C D0 a 7 8✓ v._`r,o --_. gff ` > V -. FL a 40V --_ . t} ,V?aA ..... run AC aveOut'ut _ 3u0 iCc 8 V 'C' i p'v wOUL Q; 2 d _- VA H Output Vr t IG 'V:n Nom, Max 1 ✓ ✓ ✓ ✓ ✓ ✓ ✓ Jac '21 J- EA) - - j _ - - - -r- --- - __ , - --- - -- ---- _..- - - - AC Output J It g- glut. Norr V.,ax. I ✓ ✓ . � _ ✓ ' Vac (!83 - 208 - 229) .— �. -- . � -_._ .._ ._.....------ _...._.___ AC Fregaenc.y (Nor ray; 593 150 C`0 51 Hz -------------- - - Na rContinuous o rinuous Ou __- __ _ - - ' - - - --- -"t I_u re �@240V r.., ?t, r 1.5 _.r.5 A .r Co,tinuous! u rmt n208V to - d4 - - 48,5 A P ,a m_Lr Ad,..C5to &5 F�tl Th (C - +- --- ---- _.__ ---- ---- ----------------- - y t"o-,to P is sn _- u t,y r-c Pgu .ure T c,hr ,d, INPUT M a xmum LX Pce 411150 59'0 �,0 9,00 - __ 8u v..___.. - ISSOC - '7ESD --- - 'IV ax. num Wo ear�Od`.' - _. - ...... .. ..__. 55 IG _... _------- ------- T'SO - 5500 W Tray fLr_e (u gojrded � --- Max rnum Jul VAt';g'' 31110 SdC N ra C;r r-,utVo:',Jae sB01 :60 V,ic Vzx um ' rn f ll a 8 ; C > 1E 1, n Adc ra n ; to 011,f,t fjp,108V 9 n;i<_ t/ax nJt shol I C r,n: ! 1 , r, e A.9c 1K$ Ground-rau t Kol, u-x;n 6. F(. or. Ei u .Fr s tf lty NacrAurn v tef Fffioency 99.2 °k CEt. �._C1i t .F _I{icncy 99 v 7 ............ --- ---------- ---------- - ------ - - ---- - - - 98 ✓OEV _..J._ __.__ - '-------- W1 meP J"r Coil>It p. ,,. ------- ---- ----- '-) W cr o.l:-f . � .1, .Fit' , rl �, :,' d . Ia -G1j. ,( �, L ` s-J, 2 it A G 0Ay x, LICE •. v. a4 • on ". 1DA _ tttrglE4�"i DOCUMENT CONTROL DATE ;CAD' QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: OHN PEAVEY _....._- -_...... PROJECT ADDRESS: 5029 16TH ST ZEPHYRHILLS FL 33542 SHEET NAME: INVERTER DATA SHEET UED FOR PERMIT 04-72-22 BVdiAW rF`i I c ENGIf AT N1=l�J L,LC C-A.32664 255GIRALDAAVE Rafael A ' '( GOC1Zd12Z } Soto ,� ` TITAN SOLAR POWER FL 12224 N US HIGHWAY 301 THONOTASAS SA, FL 33592 V DESCRIPTION DATE CADIQC PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES, FL 33134 o- 2 ; 2022.OG},1 rj S fi L A R P D W E EY ENG. RAFAEL A. GONZALEZ SOTO, PE I�-3 DESIGN@ENGIPARTNERS.COM r t- 16:43.21 (813} 982 -9001 - PARCEL NUMBER:DATE: TSP 121 1 69 ---------- ---------.- --- SHEETS: - _—.... —