Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
22-4943
City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-004943-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/06/2022 Ing LTS-No =1 rzi 4 d '40 02 26 21 0180 00000 0710 6102 16-rh Street 0 "'NA", 0 Name: CYNTHIA BONCK & ROBERT Permit Type: Electric Service Replacement/M Contractor: UNITED HOME SOLUTIONS CORBIN Class of Work: Add/Alter Residential GROUP LLC Address: 6102 16Th St ZEPHYRHILLS, FL 33542 Phone: (504) 812-0072 Building Valuation: $0,00 Electrical Valuation: $42,800.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $42,800.00 Total Fees: $254.00 Amount Paid: $254.00 Date Paid: 10/6/2022 4:22:42PM INSTALLATION OF ROOF MOUNTED SOLAR PANELS Electrical Permit Fee $254.00 i y Lj 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. 1111FIFF1111RIM VIM 1! !111 1111 11 11 11 11!!Ijliillji��11 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. V- CONTRACTOR SIGNATURE PE IT OFFICEP I V PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 e I f 4 Building Department 3 Date Received Phone Contact for Permitting IIt a IIIII ss>t. s ti11a ...l.�a" iT** _1G� Owner's Name Cynthia Bonck Owner Phone Number 504-812-0072 Owner's Address 6102 16 St Zephyrhills, FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6102 16th St Zephyrhills, FL 33542 LOT# 71 SUBDIVISION Park Hill PARCEL to# 1 21-26-02-018.0-000.00-071.0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE ® SFR Q COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Installation of roof mounted solar panels. 8.88 KWDC, 24 Solar Panels, 443.52Sq BUILDING SIZE SO FOOTAGE 443.52Sq HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION F—VIELECTRICAL $ 42,800.00 PLUMBING 1$� =MECHANICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C. VALUATION OF MECHANICAL INSTALLATION =GAS O ROOFING O SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address / FEE CURREN I Y / N License # I— I United Hame Solutions Group LLC Y N FEE CURREN Y ( N License# I EC13011487 Y / N FEE CURREN I Y / N License # Y / N FEE CURREN Y ( N License # Y / N FEE CURREN Y / N License # IIIIIIIIIIItdfiI#iitI#ldi1111111 1111t[EIIaIIIIIIIIIIt#tIt11It hill€#4 RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW COMPANY REGISTERED r�. j COMPANY V REGISTERED 3010 LBJ FWAY Suite 200 Dallas, TX 75234 COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner prior to commencement_ CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days., the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Iby ybsgnbed Apil sworn to for a�Lred) fore one this Who is( re pers NI{y known to me or has/have pr duced t as identification. Notary Public Commission No. Name of Notary typed, printed or stamped CARLOSMALDONADO Commission # GG 346275 Expires June 18, 2023 ' ;yr,*. Bonded ThinTroy Fain Insurance 800-385-7019 Issue Date: 09/29/2023 ---------- 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. 11111111PRI III I III I Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I F 11 11 11 1 9/26/23, 9:42 AM Strategic Project Solutions LLC Mail - Re: Solar Permit Status / 6102 16th St. Zephyrhills 33542 Good Morning! This permit is ready to be paid for but unfortunately has to be paid in person. This is a Dividend/MC deal btw! Thank you, Chloe Equizi, Project Manager Permit & Project Management Services 813-863-9462 www,s�,rategicpermitsolutions,com :27 ---------- Forwarded message --------- From: Bldg Dept <Bldg DePt@,ci,zep1hyrh;1L= 411 tis> Date: Wed, Aug 2, 2023 at 8: 01 AM Subject: RE: Solar Permit Status / 6 102 16th St Zephyrhills 33 3542 To: Chloe Equizi <ctiloe@youtpr-o,,c nations corn> FOR INSPECTION TO BE PERFORMED HALF THE COST OF PERMIT WHICH WILL. BE($ 127,00) MUST BE PAID AND REISSUANCE OF PERMIT CARD WILL BE GIVEN FOR ON SITE INSPECTION . IN OFFICE ONLY FOR PAYMENT, Jackie Boges Senior Code Support Specialist City of Zerchyrhills 5335 8�h Str at Zephyrhills, FL 33542 813-780-0020 Ext. 3513 "God doesn't seek for golden vessels, and does not ask for silver ones, but He must have clean ones. Florida has a very broad public records law. Electronic communications regarding most City Of 7ephyrhilis business are Public records and available upon request. Your e-mail communications may therefore be subject to public disclosure, If you received this message in error, please do not read, forward, copy, etc. and delete immediately. https:Hmail.google.com/mail/u/0/?ik=6aO2b95aal&view=pt&search=all&permthid=thread-f:1773843008542189570°/�7Cmsg-f:1773850269925719680... 2/4 Carly Flanders <carly@yourprojectsolutions.com> Fri, Aug 4, 2023 at 8:00 AM To: Tina Steward <tina@fpmsolar.com>, nicole Byington <nicoleb@fpmsolar.com>, Jenna LeStarge <jenna@fpmsolar.com> Cc: Chloe Equizi <chloe@yourprojectsolutions.com>, Brittany Harrel <brittany@yourprojectsolutions.com> El This job needs fees paid in person, and then the City of Zephyrhills will issue the permit so you can place it on site for inspections. Fees are $127: USUM STRA TEGIC PROJECT 1� Y Carly Flanders, Owner Permit & Project Management Services lr727-637-1450 fall www.strategicpermitsolutions.com Kermit Number Parcel iD Number 02-26-21-0180-00000-0710 NOTICE OF COMMENCEMENT State of Florida County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes,,the following Information is provided in this NOTICE OFCOMMENCE'MENT, 1. Description of property (legal description): PARK HILL SUB UNIT 1 PB 14 PG 70 LOT 71 a) Street (job) Address: 6102 16th St Zephurhills, FL 33542 2.General description of Improvements: Installation of Roof-M uneed Photo -Voltaic Smstem 3-Owner Information or Lessee information if the Lessee contracted for the Improvement: # a) Name and address: Cynthia Bonck 6102 16th St Zephurhills, FL 33542 } b) Name and address of fee simple titleholder (if different than Owner listed above) i c) Interest in property:100% Owner 4,Contractor lnformattf a) Name and addresb United Home Solutions Group LLC 3010 LBJ FWAY Suite 1200 Dallas TX 75234 b) Telephone No.: 800-515-1254 Fax No.: (optional) 5,Surety (if applicable, a copy of the payment bond is attached) a) Name and address: b) Telephone No.: c) Amount of Bond: $ 6. Lender a) Name and address: b) Telephone No.: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a) Name and address: b) Telephone No.: Fax No.: (optional) a) In addition to himself or herself, Ownerdesignates to receive a copy of the Lienors Notice as provided in Section 713,13 (1) (b), Florida Statutes. b) Phone Number of Person or entity designated by Owner: of 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 will be 1 year from the date of recording unless a different date is specified): , 2Q WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under 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 d belief. {Signature of 6wnerorLessee, or owner's or Lessee's {Authorized Ofrcer/Director/Pafter/Manager} Pdnt Name and Provide Si natory'sT+Neitfice} The foregoing instrument was acknowledged befor6'me byrheans`of Q "physical presence or on-line notarization, this _ ��_ day of � 20k?! by e ,a Qak c. as Owner (type of authority, e•g. officer, trustee, attomey in fact) for NIA as N/A (Name of Person) {type of authority, e.g. officer, trustee, attorney in fact} for N/A (name of party on behalf of whom instrument wasexecuted)• Personally Known ❑ Produced ID ER' � Type of ID QL Notary Signature V 16"'r is ---.-- Print name 1/i"�1f �jrr�S�rtch� ��`"'r' n''�•, VICTORIA SAMANTHA SANCHEZ i 0 n�Notary Public, State of Texas :+\ Comm. Expires 10-05-2024 dit�'`, Notary ID 132711289 Scanted with Cam8canner WARNING PLACARD ELECTRIC SHOCK HAZARD m � rs. ` H 1L 1G: THE DC CONDUCTORS OF THIS PHOTOVOLTAIC WARN N SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LABEL LOCATION AC NCT POINT LABEL LOCATION [PER OLDEN NEC 690.54]OF INTERCONNECTION POWER TO THIS BUILDING IS ALSO DC DISCONNECT,INVERTER [PER CODE: NEC 690.41)] SUPPLIED FROM THE FOLLOWING [To be used when inverter Is ungrounded] Digitally SOURCES WITH DISCONNECTS LOCATED i�rr,'✓f "~t r �, l�'��111�. Itfflf ,' r,it AS SHOWN Metho e ELECTRIC SHOCK HAZARD LABEL LOCATION ethOCle POINT OF INTERCONNECTION Manlyd Uha TERMINALS ON BOTH LINE AND LOAD SIDES MAY (E WITH ENV E COMBINER (N) AC DISCONNECT ;,, g (PER CODE NEC 705 12(b)(2)(3)(b) BE ENERGIZED IN THE OPEN POSITION m r PANEL WITH ENVOY -IQ METER Date: earl �ilti.. �,A»„ �'� 2022.08.06 DC VOLTAGE IS ALWAYS PRESENT WHEN MODULES ARE EXOSD TO SUNLIGHTSOLAR ICAIUTION: SOLAR CIRCUIT ,. 1 1:48:04 LABEL LOCATION LABEL LOCATION .. ❑ -07 00 AC DISCONNECT, POINT OF INTERCONNECTION MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, [PER CODE: NEC 690.13(B)] RACEWAYS, ENCLOSURES AND CABLE ASSEMBLES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COM BIN ER/J UNCTION BOXES. a' (PER CODE: IFC605.11.1.4) (E) UTILITY METER I (UNDERGROUND SERVICE) ELECTRIC TERMINALS ONSHOCK HAZARD BOTH LINE ANDL04D SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION (N) MAIN SERVICE PANEL SERUIEES DISCONNECT, POINT OF INTERCONNECTION (INSIDE GARAGE) LABEL LOCATION [PER CODE: NEC69013(B)]---__----.-� CUSTOMER INFORMATION AC DISCONNECT, POINT OF INTERCONNECTION �. [PER CODE: NEC 690.13(B)] NAMECYNTHIA BONCK LABEL LOCATION r { POINT OF INTERCONNECTION ( I ADDRESS: 6102 16TH ST, ZEPHYRHILLS, LABEL LOCATION [PEA , R CODE: NEC705.12(D)(4)] FL 33542, USA INVERTER, ]UNCTION�BOXES(ROOF), cAuTmo SOLAR ELECTRIC I �_� AC DISCONNECT as e� 28.246212,-82.175170 [PER CODE: NEC 690.13] SYSTEM CONNECTED APN: 212602018.0000.00071.0 g LABEL LOCATION WEATHER RESISTANT MATERIAL, DURABLE ADHESDIVE, SOLAR PHOTOVOLTAIC AH7: CITY OF ZEPHYRHILLS UL969 AS STANDARD TO WEATHER RATING UL LISTING rgPQ7 Ir �P�, ag.(�17a( ( ROOF MOUNTED OF MARKINGS NOT REQUIRED), MIN t" LETTER HEIGHT UTILITY:DUKE ENERGY LABEL LOCATION ARIAL OR SIMILAR FONT NON-BOLD,PLACED WITHIN CONDUIT, COMBINER BOX THE MAIN SERVICE DISCONNECT, PLACED ON THE ALL PLACARDS SHALL BE OF WEATHER PROOF CONSTRUCTION, BACKGROUND ON ALL PLACARDS SHALL BE PRN NUMBER:NA [PER CODE: NEC690.31(G)(3)] OUTSIDE OF THE COVER WHEN DISCONNECT IS RED WITH WHITE LETTERING U.O.N. OPERATED WITH THE SERVICE PANEL CLOSED. PLACARD SHALL BE MOUNTED DIRECTLY ON THE EXISTING UTILITY ELECTRICAL SERVICE. (PER CODE: NEC690.15 ,690.13(B)) FASTENERS APPROVED BY THE LOCAL JURISDICTION 7ENTRE SOLAR PV SYSTEMiEQUIPPED, _WITH RAPID SHUTDOWNTURN RAPID SHUTDOWN SWITCH TO THE OWNOFF'LABEL LOCATION "OFF" POSITION TO DowN DESIGNER /CHECKEDPAPER SIZE:17"X11" INVERTER SHUT DOWN THE PV SYSTEM EM. [PER CODE: NEC 690.56(C)(3)] AND REDUCE - PHOTOVOLTAIC BY. AV SHOCK HAZARD AC DISCONNECT IN THE ARRAY SCALE:AS NOTED REV:A THE LABEL SHALL BE REFLECTIVE, WITH 0.LL LETTERS CAPITALIZED AND HAYING PLACED ON INVERTER AT EACH AC DISCONNECT 0.MINIMUMHEIOHTOF318IN.I9.5MMI,INWHITEONAREDBACKGROUNO. DATE:07/29/2022 PL-1 30 Year 3X IEC RETC Top Warranty Standards I j Performer I (A SPEC SHEET Solar for Innovators Designed & Engineered in Silicon Valley 365W 1 360W I rty,in< c il,ik, IN ic n( y h(Itt", �o�w of� tor c�,iflhrx,,,t)� off(l, I�,d 6nto u'd ",j 210 tinteritelk C E e Linear Performance Warranty 0 7% 767% DNA So (,r or nnov<itors Certifications LntOrtek C E ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212, -82.175170 APN: 212602018.0000.00071.0 AHJ: CITY OF ZEPHYRHILLS iUTILITY:DUKE ENERGY JPRN NUMBER:NA MODULE SPEC SHEET DESIGNER /CHECKED PAPER SIZE: 17"M I" BY: AV I I SCALE:AS NOTED REV: A DATE:07/29/2022 SS-1 Enphase IQ 7 and Eil Microinverters SPEC SHEET Enphase IQ 7 and IQ 7,]Mjcroinvprtprs The hi.Ih-powewd s-r,art grin - ready ,,r�pho,sv K) 7 Mlw.,t- 'and blabItse IQ 71 ornpi ty �rr, instrall wion prccss ,vh[;c, acNev nq the highest system efficiency Part of the En,-)roase 10 lwsIenn, the IQ 7 and OUTPUT DATA rAc> :off tW 0 7+ Mh-,mnv( rierQ mo(ypTe ypamlq% vmh the f pria se. IQ Fn .oy ", E n paso Q A(jg fega iof D-lph�'S�! IQ Bauerv7,, and tj-e 'rjpho,�e E!�jtghten 2 A 5�1 21 1 Mol10ring oncl arl-l-iys,3 sohs>we IQ Sei:es Microinvertei s exlend The rehbdhty stmmdwld� s2i orm Dy pre/ious gerruations and f-rde, go over a ri I [or, how - of poweron tenting, einihIhng Enphase to provide an riduslry eadmg Ac xd. afity of ijp l,fears. ty MMIAMM FIATA :Q 'A ano tellimble pi. ,Wl YEATURES XJ V", "t is ENPHASE ;'S'-ph.s�x.m of E N P H A SE ADDRESS: 6102 16TH ST, ZEPHYRH FL 33542, USA 28.246212, -82,175170 APN: 212602018.0000.00071.0 AH): CITY OF ZEPHYRHILLS I UTILITY: DUKE ENERGY IPRN NUMBER:NA INVERTER SPEC SHEET DESIGNER /CHECKED PAPER SIZE: 17"XI 1" BY: AV I I SCALE:AS NOTED REV:A DATE:07/29/2022 SS-2 SPEC SHEET Er�,,,phase Q Sass n -i b h, ur 3 (X-IQ-AMl-240-3) UL LISTED SERUIEES CUSTOMER INFORMATION NAME:CYNTHIA BONCK =RESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212, -82.175170 APN: 212602018.0000M071.0 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY PRN NUMBER:NA COMBINER BOX SPEC SHEET DESIGNER /CHECKED PAPER SIZE: 17"X1I" BY: AV SCALE:AS NOTED REV:A DATE:07/29/2022 SS-3 SPEC SHEET 41RONRIDGE FlashFoot2 2) Assy, Flashing /3 --- 9.0__.__... �1 l� �J .29 —...� _._....... ..._ . - 12.0 Value Material Aluminum �r Fnish -� MIIVBIack Old ITEM NO. DESCRIPTION SERUICES I BOLT LAC, /16X 4.75 i -- 2 ASSY k ASHING _ I CUSTOMER INFORMATION 3 ASSY, CAP a WASHER, FPDM BACKED 3) ASSy, Carl 4) Washer, EPDM Backed NAME:CYNTHIA BONCK FLASHFOOT 2 40 �— '38 ADDRESS: 6102 16TH ST, ZEPHYRHILLS, ,15 _,,,,i F.— _14 1.56 3.35 _n FL 33542, USA 28.246212,-82.175170 APN: 212602018.0000.00071.0 Part Number �— Description FF2-01-M I FLASHF00I2, MILL FF201-BI F ASHFC'072 8:_ACK AH7: CITY OF ZEPHYRHILLS 1) Bolt, Lag 5/16 x 4.75 26� I 5/167.ryiL 0.75 UTILITY:DUKE ENERGY PRN NUMBER:NA 0.63 F•— H11 4,75 © _— _ .--- Property_ _ Propetrty .._ Maier al Alum num Material 300 senes el Stainless ste _ __M/Buck ......._..-. Property Value Tj Clear --- J MatE rial 300 S nes Sla mess Steel � __ J, -- Finish Clear IL v1211 l 21 MOUNT SPEC SHEET ,.... .lrnr'�6 - �/ L:-; r..-1'.;,,1�11 ,l�lf ,.., �,s f,-Y, /, s/f ,. /�, F .fln ,✓., .C, ! r ,f' ,,. c,Nr"" N-'�/�� ., ,,. .r f ,,,%<.,w f f ,r✓', r, � „r, fir. ,. ��..✓ �r Js... J , r+ ..,.1� .,,tom ,? .!t .�� �. � io, � � f !"/ J�r`, r,��J, tN �✓ l ..,; ar� /' .,>'rl , r`�p �;F ter/ f:. r,J,/rr ,r,., ._.: -;, r:'�'.nf',✓�FJ.-;ri,%.✓%, .,j ,f .dJPi ��1,'>,Hr, ., , ., ,r✓ /I 7, ,., f r , � � ,lf�f, rIW J,/f, ,I>""„ .m;" <,; rY F r .. 11` ./ J. .r ,,, ,.: ,.,r, �. l'�r ..,,�f.. .>�` ri".' ,;:. r . ,;,,-,; ,,,� �.r.%� -, � f� / If'"� f/ s� ,..v � }Jf 1/r�" 4 t`. I l ..i �J��Jr1J.�F..✓ ;^i'� rr f ...✓i" r. II✓ ; � I f1 r .,,r rJ�%,f /,. r','r;s„r`tls,!/.., ,. J,,,,,, ,.r, .. L.. rye ,ff-Jr., rf..F;. H %,,, ,,, .,; - DESIGNER / CHECKED BY: AV PAPER SIZE:17"Xil„ SCALE:AS NOTED REV:A DATE:07/29/2022 SS-4 IRONRIDGE SPEC SHEET Flush Mount System IronRidge builds the strongest mounting system for pitched roofs in solar. Our components have been tested to the limit and proven in extreme environments, including Florida's high -velocity hurricane zones. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and Is also why our products are fully certified, code compliant and backed by a 25-year warranty. Strength Tested PE Certified All components evaluated for superior � �" -,r� Pre -stamped engineering letters 'r a structural performance - available in most states. Class A Fire Rating Design Assistant maintain Ire resistance rating of the existing root r y create, share, software Online a e e and pr ce pro simple UL 2703 Listed System 25-Year Warranty Entire ✓ rs m and components meet newest effective Products ctive UL 2703 standard. %{{r ' ofimpairing defects. to be tree XR10 Rail A low -profile mounting rail for regions with light snow. • 6'spanning capability • Moderate bad capability • Clear and black finish XR100 Rail XR1000 Rail Bonded Splices The ultimate residential A heavyweight mounting All rails use internal splices solar mounting rail, rail for commercial projects, for seamless connections. • $'spanning capability 12'spanning capability Self -drilling screws • Heavy load capability Extreme load capability Varying versions for rails • Clear and black finish • Clear anodized finish Forms secure bonding UFOs Stopper Sleeves CAMO Bonding Hardware a ONE, Universal Fastening Objects Snap onto the UFO to turn Bond modules to rails while Bond and attach XR Rails bond modules to rails. into a bonded end clamp. staying completely hidden. to roof attachments. • Fully assembled & lobed Bonds modules to rails Universal end -cam clamp T & Square Bolt options • Single, universal size Sized to match nodules Tool -less installation Nut uses 7/16' socket • Clear and black finish Clear and black finish Fully assembled Assembled and lubricated FlashFoot2 conduit Mount Knockout Tile Al Tile Hook mom Flash and mount XR Rails Flash and mourn conduit, Replace tiles and ensure Mourn on tile roofs with a with superior waterproofing. strut, or junction boxes, superior waterproofing. simple, adjustable hook. • Twist -on Cap eases install Twist -on Cap eases install Flat, S, & W file profiles Works on flat, S, & W tiles • Wind -driven rain tested Wind -driven rain tested Form -fit compression seal Single -socket installation • Mill and black finish Secures %l or 1' conduit Single -lag universal base Optional deck flashing Assistant ""� Endorsed by Ft- Budding Commission Go from rough layout to fully Flush Mount is the first mounting system EllDesign ongineered system. For free. ,� d. to receive Florida Product approval for •> - : _•---.- -- . 2017 Florida Building Code compliance. ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28 246212, 82.175170 APN: 212602018,0000 00071.0 AHJ: CITY OF ZEPHYRHILLS UTILITY:DUKE ENERGY PRN NUMBER:NA MOUNT SPEC SHEET DESIGNER/CHECKED PAPER SIZE: 17"X 11" BY: AV SPEC SHEET 1 IRONRIDGE UFO Family of Components System Diagram The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules ---- ________ ________ --- --- - — ---- --- - -_-_-_-_ HT-1 ---------------- directly to Iron Ridge XR Rails_ All system types that feature the UFO family -Flush Mount. Tilt Mount and Ground Mount -are fully listed to the UL 2703 standard. s, _________ ________ UFO hardware forms secure electrical bonds with both the h "" module and the rail, resulting in many parallel grounding f� - - - - - - - - _ _ _ _._ _ _ _� ---- paths throughout the system. This leads to safer and more reliable installations. Stopper Sleeve ,? Universal Fastening Object (UFO) Tnest rstaaaeanxe The uro—efyhon.ed. moaleatoX8 7 arto the UFO. oo —fihy it Into J ftaUs. it comes -"'eh end k,brioated and " a bonded end Cie.P. wn tit a rode range d .-1. tutights. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ „r SERUIEES N >" ' xf ^x Bonded Splice Ete,h eo md Sphe. bm,dng _, needed �n p' o ,:>'" i7 s Gounding � Aangte Gtrounrkng l-u9 Bonded Attachments earn— an enne row The boring bdt atiad es s u 0Pvmodolestothe a ao�d meL odmme UFO Stopper Sleeve • Grounding Lug p —L pp g g Bonded Splice Ground Wire V Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for grounding lugs and field installed equipment ground conductors (EGC). A minimum of two microinveners mountedto the same rail and connected to the same Engage cable is required. Refer to installation manuals for ad lional details. UL Certification lt��r � l.'/�y'„.N"J%fJ''„"'a"'5' f The IronRidge Flush Mount, �t�/ -� J /", r f,.k�� ✓ �' lr"r,'Iu-,�,ta trrrJ u . , fry , v, ;,� .. Tilt Mount, and Ground Mount XR Rails V .I XR1000 Only Systems have been listed to UL , , 2703 by Intertek Group plc. UFO/Stopper .i ✓ .1 BondedSplice ✓ J N/A UL 2703 is the standard for evaluating solar mounting Grounding Lugs 1 per Row 1 per Row 1 per Array systems. it ensures these devices FAcroinverters Enphase M250-72, M250-60 M215.60, C250-72 will maintain strong electrical and & Power Darfon - MIG240 MIG300 G320, G640 mechanical connections over O hmazers SolarE s P300, P320, P400 P405, P600, P700 P730 an extended period of time in R......_.,, .,_ .,...,_„_,_.,., Fire Rating Glass A Class A NIA extreme outdoor envronments. g CUSTOMER INFORMATION NAME:CYNTHIA BONCK ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542 USA 28.246212,-82.175170 APN: 212602018.0000.00071.0 qHJ: CITY OF ZEPHVRHILLS UTILITY:DUKE ENERGY PRN NUMBER: NA guunatng corrauda. rest it Is lnatmted with the same h,*e. as theray d the ayug„. r. _ Tested or Evaluated with over 400 Framed Modules Modules Refer to installation manuals for a detailed list �v MOUNT SPEC SHEET ram., r�„�r,Ja��r�r' � ��✓ �r : "" .� � ,� ,r ,,� � ,,. ,�h �N �� ,,.,, . y _. ,. „y , ,� ram, f J r /% r ,/r-, 1 .,-- ,, ' ,r r r, u�,c 9�✓�x rT ,,,JI Js.,,%lf if .1��� �1��� % 5"� 5 ��' Jam^ 1� : �s;I � d � .l /f ✓i J �� i✓ /"J fvtJ�e1F.'JG'5" I'IJ e'%i,�`ivi%fd J,i�Yf/Ar,'rl' "sir' `Yd/Ifh.Y iY JXI fJ f N Y'I/J r`t�..r�`fl.�",r, >l�,J,,,�19F,1�, ,.:.��;� d',✓ f ""r r;��. �r' „-„"`f�J ,� ��.a; ,Y m„r, . ,'�t - r, N�.�. .N ;;r �r - f DESIGNER (CHECKED 8Y: AV P APER SIZE. 17 X11 SCALE:AS NOTED REV:A DATE07/29/2022 6 SS-6 '- `ram IRONRIDGE SPEC SHEET XR Rail Family Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a root, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of Installation time. N . Force -Stabilizing Curve Sloped mof. generate her, ved..i and later.1 farces on mounting rails which can taus. them to bend and twist. The curved shape of XR R,11s is specially designed to increase sirenTh n beth dN ectians whle resisting the twlNNg. This unique feature ensures T"e, security during extreme weather .,AA a brigs system IRet— Compatible with Flat & Pitched Roofs ? Corrosion -Resistant Materials fgg "t XR R 3 Peubl Rh 1i tr Ring oN .� l ge M t R �9 Aii XR R '1 tl d de ai Y ail th Pot red th n fd- J Ft. -OF- and � opt fe, flm ors stl r sh. P - g p erN Race g dortr also 5e ov ing ifr✓f,� f attachment ,;ff pph.tionsg attract appeafanoa XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an X R Rail to match. XR10 XR10 l.el, b parts hang I..signed fa 9 I[h 1ght or ft ch B t .t spans. whae remeei rig light and ee —ueal, • 8' spanning oapabiky • Moderate load capabitily • cu., an.= f—h Int—w split v labie XR100 XR100 Me Wh t Werxial ...rung-. 7 pp n g. of tl end drt h,l akso maxrmr trig spans up to 8 feet. 8'spanning capabitily Heavy load capabiry • G4ear&beck ana5zed tinier {nternal splices available XR1000 XR)000 h yw W" ong i yog'M.tt' b"M to h-d. tr d t dsp 12 fe&a ma.lor crnn ercnal appfca(ans. • 12spanning capabdhly Extreme toad capability • Clear anad[ed fin sh • Internal sph-s available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 2&246212,-82.175170 t �; rAy � cc•1*4��ra a I I <. UTILITY:DUKE ENERGY PRN NUMBER:NA MOUNT SPEC SHEET IGNER/CHECKED PAPER SIZE: 17"X11" AV SCALE:AS NOTED REV:A DATE:07/29/2022 SS-7 Powering Business Worldwide General Duty Cartridge Ease Suety Switch DG222NRB UPC:782113144221 Dimensions: • Height: 7 IN Length: 6.41 IN Width: 8.4 IN Weight:9 LB Notes:Maximum hp ratings apply only when dual element fuses are used. 3-Phase no rating shown is a grounded B phase rating, UL listed. Warranties: Eaton Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. S ecifications: Type: General Duty/Cartridge Fuse • Amperage Rating: 60A Enclosure: NEMA 3R • Enclosure Material: Painted galvanized steel Fuse Class Provision: Class H fuses • Fuse Configuration: Fusible with neutral Number Of Poles: Two -pole Number Of Wires: Three -wire Product Category: General Duty Safety Switch Voltage Rating: 240V Supporting documents: Fat,,i Vllu:'nc, 2-Cornmef ' UUtnbution . 0;_swirci Da'a e=i r„ ,:n DG222N RB Certifications: • UL Listed SPEC SHEET RSTC Enterprises, Inc. 2214 Heimstead Road com Eau Claire, WI 54703 715-830-9997 Outdoor Photovoltaic Enclosures Composition/Cedar Roof System ETL listed and labeled Report # 3171411 PRT-002 Revised May, 2018 • UL50 Type 3R, 11 Edition Electrical equipment enclosures • CSA C22.2 No. 290 Name Type 3R • Conforms to UL 1741 Standard 0799 Series Includes: 0799-2 Wire size 2/0-14 0799-5 Wire size 14-6 0799 - D Wire size 14-5 Models available in Grey, Black or Stainless Steel Basic Specifications Material options: Powder coated, 18 gauge galvanized 90 steel (1,100 hours salt spray) • Stainless steel Process - Seamless draw (stamped) Flashing - 15.25" x 17.25" Height - 3" Cavity - 255 Cubic inches Base Plate: Fastened to base using toggle fastening system 5 roof deck knockouts • Knockout sizes: (3) .5", (1) .75" and (1) 1" • 8", 35mm slotted din rail • Ground Block Passthrough and combiner kits are available for either AC or DC applications. FLASHED FV ROOF -MOUNT COMBINER/ENCLOSURES 0799 Series 0 CUSTOMER INFORMATION NAME:CYNTHIA BONCK ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212,-82,175170 A PN : 212602018.000 0, 00071. 0 AH7: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY PRN NUMBER:NA AC DISCONNECT & UNCTION BOX SPEC SHEET DESIGNER/CHECKED PAPER SIZE:17"Xl l" BY: AV SCALE:AS NOTED REV:A DATE:07/29/2022 SS-8 8/5/2022 TITAN SERVICES, , Subject: Structural Certification for installation of Residential Solar re job: CYNTH|A8ONCK,61O216THST ZEPHYRH|LLS',FL33542,USA Attn.: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as: ROOF 1; Shingle roofing supported by 2x4 Rafter@ 24 in. OCspacing. The roof issloped at approximately 15 degrees and has a max beam span of 9 ft between supports. Design Criteria: [ode: ZO2OFLBuilding Code 7thEdition (4SCE7-l6) U|tWind Speed: 137mph Ground Snow: Upsf Exposure Cat: [ Min Roof Snow: NA psf After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes, the existing roof framing supporting the proposed solar panel layout has been determined to be: ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required. Current Renewmb|esEngineering Inc. Professional Engineer projeots@cren8.so|ar 1960[b�a���ve 0z5'Rw�si��CA92507 ���rur,en�renem�b|cy�nQconn g- 2s4S6s� |mTs�n|ry Pno�a��mm�L|upm [u��DxxERExPsn/emcs 8/5/2022 Attn.: To Whom It May Concern re job: CYNTH|ABONCK 610216THST,ZEPHYRH|LLS, FL33542,US4 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility ofothers. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. DesiRn Criteria: Code: 2020FLBuilding Code 7thEdition ASCE7'16 Live Load: 20 psf UhWind Speed: 137 mph Exposure Cat: C Ground Snow: O psf Min Roof Snow: N4 Current Renevvab|esEngineering Inc. Professional Engineer I9OD[hica�nA�e^SuiteDl5'#�veryk1e,CA93SO7 urrentren�xvab|er�n�zo,n 9SI,254�5��S |@TEGR1TY PROF ESc�K') NAL/3�V! T(,) MENEXPER��FNJ, [E Curren Engineering Roof Type = Roof Pitch (deg) = Mean Roof Height (ft) = Attachment Trib Width (ft) = Attachment Spacing (ft) = Framing Type = Framing Size = Framing OC Spacing (in.) = Section Thickness, b (in.) = Section Depth, d (in.) = Section Modulus, Sx (in .A3) = Moment of Inertia, Ix (in .A4) = Framing Span (ft) _ Deflection Limit D+L (in.) _ Deflection Limit S or W (in.) _ Framing Upgrade = Sister Size = Wood Species = Wood Fb (psi) = Wood Fv (psi) = Wood E (psi) = Co (Wind) = Co (Snow) = CM=Ct=CL=C;= CF = Cfu = Cr = F'b_wind (psi) = F'b_snow (psi) = F'v_wind (psi) = F'v_snow (psi) = M_allowable_wind (lb-ft) = M_allowable_snow (lb-ft) = V_allowable_wind (Ibs) = V_allowable_snow (Ibs) = E' (psi) = Job Code: CYNTHIA BONCK 2 of 6 , 9d_30 �. z r, „?�.t Avt,,, S ll l.*ap D , _ i;lr't ( l; Li, A f � O,,< Job Code: CYNTH|ABON[K ��U������ 3uf6 Current ��`"� Engineering . �����|������r�ng Dead Load Calculations: Panels Dead Load (osf) = 3.0 Roof Roofing Weight (psf)= 3.0 Decking Weight (psf) = 2.0 Framing Weight (psf) = 0�6 Misc. Additional Weight (psD= 1.0 Existing Dead Load (psD= 66 Total Dead Load (psf) = 9.6 Wind Load Calculations: Ultimate Wind Speed (mph)= 137 Directionality Factor, kd= 0.85 Topographic Factor, kzt= 1.0 Roof I Velocity Press Exp Factor, kz= 0.85 Ground Elevation Factor, ke= 1.00 Velocity Pressure, qz(psf)= 347 Array Edge Factor, yE= 125 Solar Equalization Factor, ya= 070 External Pressure Up, GCp_1= 'Z External Pressure Up, GCp_2= -2.6 External Pressure Up, GCp_]= '3.1 External Pressure Down, GCp = 0.6 Design Pressure Up, p_1(psD= -60J Design Pressure Up, p_2 (psM= -78.9 Design Pressure Up, p_3 (psf) = -94.0 Design Pressure Down, p/pr0= 18.2 Hardware Checks: Lag Screw Checks: Roof Ref. VVidthrawa|Value, VVUb/in\ = 266 (CM =C,=[.=l.0)Co= 16 Adjusted Widthrawal Value, VV' (lb/in) = 426 Lag Penetration, p(in]= 2.5 AJ|owmb|eVWdthrawa| Force VV'p(Ibs)= 1064 Applied Uplift Force (Ibs)= '692 Uplift DCR= 0.65 19"',>00hdaQ15'W�, ("A92"'-,0,/ ����eurrermr�nWvvab(esen��conn ��l25��O5� �NTEG�|TY P���G��|ONAU�K8 C8"rM��H EX�EN|EN�E Ref. Lateral Value, Z (Ibs) _ (CM =Ct=Co=Ceg= 1.0)CD= Adjusted Lateral Value, Z' (Ibs) _ Applied Laeral Force (Ibs) _ Angle of Resultant Force, a (deg) _ djusted Interaction Lateral Value, Z'a (Ibs) _ Lateral DCR = Roof Framing Checks: Force Checks: LC1: D+S LC2: D+0.6W Applied Moment (lb-ft) _ Applied Shear (Ibs) _ Allowable Moment (lb-ft) _ Allowable Shear (Ibs) _ Moment DCR = Shear DCR = Applied Moment (lb-ft) _ Applied Shear (Ibs) _ Allowable Moment (lb-ft) Allowable Shear (Ibs) _ Moment DCR = Shear DCR = LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) _ Applied Shear (Ibs) _ Allowable Moment (lb-ft) _ Allowable Shear (Ibs) _ Moment DCR = Shear DCR = LC4: 0.6 D+0.6 W Applied Moment (lb-ft) _ Applied Shear (Ibs) _ Allowable Moment (lb-ft) _ Allowable Shear (Ibs) _ Moment DCR = Shear DCR = Current Engineering 270 0.9 243 13 89 1063 0.01 Roof 1 194 86 524 725 0.37 0.12 416 185 729 1008 0.57 0.18 Job Code: CYNTHIA BONCK 4of6 1r ,�!G 4t Y `r�'i{D, r .`� (_s, f. +:?, _ t, a,.,T.e `w� g a, .I i,' t `E. Deflection Checks (Service Level): LC1:D+L Deflection (in]= Defection Limit (in] = LC2:5 Deflection (in]= Deflection Limit (in]= Deflection DCR= LC3:VV(Down) Defection (in] = Deflection Limit (in]= Deflection DCR= LC4:VV(Up) Deflection (in]= Deflection Limit (in]= Deflection DCR= Seismic Check: Existing Weight: Wall Weight (psD= Tributary Wall Area (*)= Total Wall Weight (|bs) = Roof Weight /prD= Roof Area (*z)= Total Roof Weight (Ibs) = Total Existing Weight Ubs = Additional PV Weight: Total Additional PVWeight (|6s)= U�~~~�^ . ~~^ "����ƒ ` Engineering It 17 1000 17000 2400 15844 32844 im (Existing W+Additional W)/(Existing W)= 104% Job Code: CYNTH|A8ONCK 5of6 The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore nofurther seismic analysis is required. Limits of Scope of Work and Liability. Existing structure is assumed to have been designed and constructed following appropriate codes at 190Qai� Av�Su, ,f v crC A 9 2 0 7 ���zurremtrmnexv�b|es�n8zonn | 95t2���@�5 |MTV 0F6�,�1QNAUM KHERGX P"ERHEN CE Job Code: CYNTH|40]NCK wreMt 6of6 Engineering time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according togenerally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 191bD[hC2AuAwe Iu�te DIS,�we-,rside, C47 ���curr�mt�en�w�b|c�en�com 95I-254.565"). 1 "kTEGR|TY 9R0rES "',<C) NALK4 OSJ111)h8ERGXPER|EN�E q r-,r-y ry p-�� CERTIFICATE C �y S U ®A C E E!, /7/20 /YYYY) .f'-11t.-,/efAiJ iaGRT'F'4JQTE VF LIQ►g'L'TY ,.7VI'1/°i4G /7/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). r DUGER CONTACNAMEgginbotham Insurance Agency, Inc. PHONE FAx 0 W. 13th Street A/c No Ext : 817-336-2377 ('C,No)817-882-9284 rt Worth TX 76102 ADDRE-MAIESS: INSURER(S) AFFORDING COVERAGE NAIL # _ License#__2081754,. INSURER A Scottsdale Insurance Comps _ . 41297 INSURED UNITHOM-02 INSURER B: State Automobile Mutual Insurance Company 25135 United Home Solutions Group, LLC - _ - 3010 Lyndon B Johnson Fwy FL1200 INSURER c Texas Mutual Insurance Company 22945 Dallas TX 75234 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:369529789 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -INSR -- ADDL SUBR� __-- -- ��I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE WVD POLICY NUMBER MM/DD/YYYY MM/DDNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPS7501143 1/5/2022 ! 1/5/2023 EACH OCCURRENCE $1,000,000 ( DAMAGE TO RENTED CLAIMS -MADE OCCUR PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 j PERSONAL & ADV INJURY — $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ❑ PRO ❑ POLICY JECT LOC PRODUCTS - COMP/OP AGO $ 2,000,000 I $ OTHER: B AUTOMOBILE LIABILITY 10106843CA 12/4/2021 12/4/2022 1 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) —__ $ X ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS I � - ........ — X HIRED �( NON -OWNED PROPERTY DAMAGE AUTOS AUTOS ONLY AUTOS ONLY _(Per accident) S A X UMBRELLA LAB X OCCUR XBS0152530 1/5/2022 1/5/2023 EACH OCCURRENCE_,000,000 $1 - EXCESS LIAB AIMS -MADE! -___. ----------, AGGREGATE ___ -- ____ ( $ 1 000,000 r -_-_ ____ ____ -------.. DED 1,RETENTION $ $ C WORKERS COMPENSATION 0002072056 1/5/2022 1/5/2023 PER OTH- ER AND EMPLOYERS' LIABILITY Y / N _STATUTE ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1 000 000 N OFFICER/MEMBER EXCLUDED? NIA ----- ----- ---- ---------------- (Mandatory in NH) j E.L. DISEASE - EA EMPLOYEE = $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1 000 000 i i I I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) GLH I IFK:A I E HOLUCH GANGELLA I IUN City of zephyrhills 5335 8th Street Zephyrhills, FL 33542 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SHEET CATALOG INDEX NO. DESCRIPTION T-1 COVER PAGE M-1 MOUNTING DETAIL M-2 STRUCTURAL DETAIL E-1 THREE LINE DIAGRAM PL-1 WARNING PLACARDS SS SPEC SHEET(S) SCOPE OF WORK GENERAL SYSTEM INFORMATION: SYSTEM SIZE: 888OW DC, 696OW AC MODULES: (24)APTOS DNA-120-MF26-37OW INVERTER: (24)ENPHASE IQ7PLUS-72-2-US HIGH TEMP: 33°C, LOW TEMP: -1°C APPLICABLE CODES ELECTRIC CODE: NEC 2017 FIRE CODE: IFC 2020 ENERGY CONSERVATION CODEIECC 2018 BUILDING CODE: IBC 2018 RESIDENTIAL CoDEIRC 2018 FLORIDA BUILDING CODE CODE: FBC 2020(77H EDITIOP GENERAL NOTES 1.MODULES ARE LISTED UNDER UL 1703 AND CONFORM TO THE STANDARDS. 2.INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3.DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4.WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26, 5.ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6.ALL CONDUCTORS SHALL BE 600V, 75°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7.WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8.THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL 3URISDICTION AND/OR THE UTILITY. 9.ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10.PV ARRAY COMBINER/)UNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING DONE` 1011 SITE PLAN LAYOUT TOTAL HO ARRAY SQUARE FOOTAGE IS: 2230.0745 FT' TOTAL SQUARE FOOTAGE IS: 47L12 FT' % COVERED BY SOLAR IS. 21.13% (N) ENPHASE COMBINER PANEL WITH ENVOY -IQ METER JUNCTION BOX (TYPICAL) CONDUIT RUN 108'-2"� W , • PROPERTY LINE — FENCE GATE 1.5' FIRE SETBACK —� PHOTOVOLTAIC ARRAY ON THE ROOF SCALE: 1/16" = 1' (N) VISIBLE -OPEN TYPE LOCKABLE READILY ACCESSIBLE UTILITY AC DISCONNECT WITHIN 10' OF UTILITY METER FENCE NON HABITABLE GROUP U STRUCTURE -----`-j j (E) UTILITY METER j t (UNDERGROUND SERVICE) (N) MAIN SERVICE PANEL, 150A RATED.240V (INSIDE GARAGE) 3' FIRE SETBACK VICINITY MAP itYilliifll)f„ Digitally signe by Methode * '1 1ukr Maniraguha .".. „ fin., ,» Date: 2022.08.06 11:47:07 -07'0 SERVIEES CUSTOMER INFORMATION NAME:CYNTHIA BONCK ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212,-82A75170 A PN : 21260201 & 0000.00071.0 AHJ: CITY OF ZEPHYRHILLS UTILITY:DUKE ENERGY PRN NUMBER:NA (E) MAIN HOUSE COVER PAGE DESIGNER/CHECKED PAPER SIZE: 17"X11" BY: AV SCALE:AS NOTED REV:A VISIBLE -OPEN TYPE LOCKABLE READILY ACCESSIBLE UTILITY AC DISCONNECT WITHIN 10' OF UTILITY METER DATE:07/29/2022 T-1 INSTALLATION NOTES I SITE INFORMATION - WIND SPEED: 137 MPH AND SNOW LOAD: 0 PSF I AERIAL VIEW 5TIMATED AND SHOULD BE LOCATED AND VERIFIED Y THE CONTRACTOR WHEN LAG BOLT PENETRATION R MECHANICAL ATTACHMENT TO THE STRUCTURE IS EQUIRED. .ROOFTOP PENETRATIONS FOR SOLAR RACKING WILL E COMPLETED AND SEALED WITH APPROVED SEALANT =R CODE BY A LICENSED CONTRACTOR. .LAGS MUST HAVE A MINIMUM 2.5" THREAD MBEDMENT INTO THE STRUCTURAL MEMBER, .ALL PV RACKING ATTACHMENTS SHALL BE TAGGERED BY ROW BETWEEN THE ROOF FRAMING EMBERS AS NECESSARY. .ROOF MOUNTED STANDARD RAIL REQUIRES ONE HERMAL EXPANSION GAP FOR EVERY RUN OF RAIL REATER THAN 40'. .ALL CONDUCTORS AND CONDUITS ON THE ROOF HALL BE MINIMUM 7/8" ABOVE THE ROOF SURFACE INCLUDING CABLES UNDERNEATH MODULES AND .THE PV INSTALLATION SHALL NOT OBSTRUCT ANY -UMBING, MECHANICAL OR BUILDING ROOF VENTS. DOE ACCESS PATHWAYS AND SETBACKS: 204.2.1 SOLAR PHOTOVOLTAIC SYSTEMS FOR GROUP -3BUILDI FIGS, SOLAR PHOTOVOLTAIC SYSTEMS FOR IROUP R-3 BUILDINGS SHALL COMPLY WITH SECTIONS 204.2.1.1 THROUGH 1204.2.1.3. XCEPTIONS: THESE REQUIREMENTS SHALL NOT APPLY TO TRUCTURES DESIGNED AND CONSTRUCTED IN CCORDANCE WITH THE INTERNATIONAL RESIDENTIAL .THESE REQUIREMENTS SHALL NOT APPLY TO ROOFS /ITH SLOPES OF 2 UNITS VERTICAL IN 12 UNITS 0RIZONTAL OR LESS. 204.2.1.1 PATHWAYS TO RIDGE. NOT FEWER THAN WO 36-INCH-WIDE (914 RIM) PATHWAYS ON SEPARATE DOE PLANES,FROM LOWEST ROOF EDGE TO RIDGE, HALL BE PROVIDED ON ALL BUILDINGS. NOT FEWER HAN ONE PATHWAY SHALL BE PROVIDED ON THE TREET OR DRIVEWAY SIDE OF THE ROOF. FOR EACH GOT PLANE WITH A PHOTOVOLTAIC ARRAY, NOT =WER THAN ONE 36-INCH-WIDE (914 MM) PATHWAY TOM LOWEST ROOF EDGE TO RIDGE SHALL BE ROVIDED ON THE SAME ROOF PLANE AS THE BOTOVOLTAIC ARRAY, ON AN ADJACENT ROOF PLANE R STRADDLING THE SAME AND ADJACENT ROOF �ANES 204.2.1.2 SETBACKS AT RIDGE.FOR PHOTOVOLTAIC PRAYS OCCUPYING 33 PERCENT OR LESS OF THE PLAN IEW TOTAL ROOF AREA, SETBACK OF NOT LESS THAN 18 INCHES (457 M)WIDE IS REQUIRED ON BOTH SIDES OF A ORIZON FAIL RIDGE. FOR PHOTOVOLTAIC ARRAYS CCUPYING MORE THAN 33 PERCENT OF THE PLAN 'IEW TOTAL ROOF AREA, A SETBACK OF NOT LESS HAN 36 INCHES (457 MM) WIDE IS REQUIRED ON OTH SIDES OF A HORIZONTAL RIDGE. 204.2.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. 4NELS AND MODULES INSTALLED ON GROUP R-3 UILDINGS SHALL NOT BE PLACED ON THE PORI-ION OF ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND ESCUE OPENING. A PATHWAY OF NOT LESS THAN 36 VCHES (914 MM) WIDE SHALL BE PROVIDED TO THE MERGENCY ESCAPE AND RESCUE OPENING 204.2.1.3 ALTERNATIVE SETBACKS AT RIDGE. 1HERE AN AUTOMATIC SPRINKLER SYSTEM IS VSTALLED WITHIN THE DWELLING IN ACCORDANCE 1ITH SECTION 903.3.1.3, SETBACKS AT THE RIDGE HALL CONFORM TO ONE OF THE FOLLOWING: .FOR PHOTOVOLTAIC ARRAYS OCCUPYING 66 PERCENT' R LESS OF THE PLAN VIEW TOTAL ROOF AREA, A ETBACK OF NOT LESS THAN 18 INCHES (457 MM) TIDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL IDGE. .FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 6 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, A ETBACK OF NOT LESS THAN 36 INCHES (914 MM) /IDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL ARRAY SR. NO ARRAY AZIMUTH NO, OF AREA ROOF TYPE ATTACHMENT ROOF FRAME TYPE FRAME FRAME MAX RAIL OVER TILT MODULES SQ. FT.) EXPOSURE SiZE SPACING SPAN HANG COMPOSITION IRONRIDGE MP-01 15 90 10 196.30 SHINGLE FLASHFOOT 2 ATTIC RAFTER 2" x 4" 24" 6'-0" 2'-0" MP-02 15 180 8 157-04 COMPOSITION IRONRIDGE ATTIC RAFTER 2" x 4" 24" 6'-0" 2'-0" SHINGLE FLASHFOOT 2 COMPOSITION IRONRIDGE I MP-03 15 270 6 11778 SHINGLE FLASHFOOT2 ATTIC RAFTER 2" x 4" 24" 6'-0" 2'-0" NOTE: PENETRATIONS ARE STAGGERED SCALE: 1/8" = 1'-0" � Digitally signe< `S`' by Methode gl a, Maniraguha U , Date: °�irnrxiutY4��ua, 2022.08.06 11:47:18 -07'00 SERUIEES CUSTOMER INFORMATION NAME:CYNTHIA BONCK ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212,-82.175170 APN : 212602018.0000.00071.0 AHJ: CITY OF ZEPHYRHILLS V O.C. SPACING UTILITY:DUKE ENERGY 01 PRN NUMBER:NA MOUNTING DETAIL DESIGNER/CHECKED PAPER SIZE: 17"X11" BY: AV SCALE:AS NOTED REV:A DATE:07/29/2022 M-1 ATTACHMENT DETAIL MODULES DATA APTOS DNA-120-MF26-370W / 1 MODULE DIMS 69. 13"x40.Ell", 7" (N) SOLAR MODULE SEE (2/PV-5) FOR ENLARGED VIEW IRONRIDGE XR-10 RAIL (E)2"x4"RAFTER @24"0.ca�po,- aq� Digitally signe by Methode E Maniraguha COMP SHINGLE ROOF ���' Date: 2022.08.06 1 ATTACHMENT DETAIL 11:47:41 -0700 M-2 SCALE: NTS 0 i. PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL VERIFY THE FRAMING SIZES, SPACINGS, AND SPANS NOTED IN THE STAMPED PLANS AND ACCOMPANYING CALCULATIONS AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TOSERUIEES STARTING CONSTRUCTION. 2 THESE PLANS ARE STAMPED FOR STRUCTURAL CODE COMPLIANCE OF THE ROOF FRAMING SUPPORTING THE PROPOSED PV INSTALLATION REFERENCED ONLY. THESE PLANS ARE NOT — _ CUSTOMER INFORMATION STAMPED FOR WATER LEAKAGE. PV MODULES, RACKING, AND ATTACHMENT COMPONENTS GROUNDING END/MID CLAMP MUST FOLLOW MANUFACTURER GUIDELINES AND REQUIREMENTS.NAME:CYNTHIA BONCK 3 PLEASE SEE THE ACCOMPANYING STRUCTURAL CALCULATIONS REPORT FOR DETAILS (N) SOLAR MODULE REGARDING CALCULATIONS AS VJELL AS LIMITS OF SCOPE OF WORK AND LIABILITY. NOTE TO INSTALL: VERIFY THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY THE / ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FOR IF THERE IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWINGS: 2x4 FL 33542, USA RAFTERS , -_CD 24" OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL OR LESS THAN 9 FT / (N) IRONRIDGE XR-10 RAIL 28.246212,-82.175170 FLASHFOOT 2 ATTACHMENT APN: 212602018.0000.00071.0 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY PRN NUMBER:NA 5/16"x3" SS LAG BOLT WITH MIN STRUCTURAL DETAIL 2%" THREAD EMBEDMENT, SEALED PENETRATION 2 ATTACHMENT DETAIL (Top view) BDESIGNER/CHECKED PAPER SIZE: 17"X11" M-2 SCALE: NTS (E) COMP SHINGLE ROOF SCAlE:AS NOTED REV:A (E)2" x 4" RAFTER @ 24" 0.0 DATE:07/29/2022 (V1-2 ELECTRICAL CALCULATIONS: DC SYSTEM SIZE - 8880W, AC SYSTEM SIZE - 6960W ELECTRICAL NOTES INVERTER SPECIFICATIONS MODEL ENPHASE IQ7PLUS-72-2-US(24OV) POWER RATING 235W-44OW MAX OUTPUT CURRENT 1.21A CEC WEIGHTED EFFICIENCY 97% MAX INPUT CURRENT 15A PER STRING MAX DC VOLTAGE 60V MAX MAX OUTPUT POWER 290 VA(SINGLE INVERTER) MODULE SPECIFICATION MODEL ARTOS DNA-120-MF26-37OW MODULE POWER @ STC 370W OPEN CIRCUIT VOLTAGE:Voc 40.8V MAX POWER VOLTAGE:Vmp 34.06V SHORT CIRCUIT VOLTAGE: IRS 11-51A MAX POWER CURRENT:Imp 10.87A METER,4seessa 1.CONDUCTORS EXPOSED TO SUNLIGHT INSTALL NEW MSP 150A/150A RATED SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC 310.10(D). 2.CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC 310.10(C). �tiA.ie tz rvv 3.MAXIMUM DC/AC VOLTAGE DROP SHALL z ENPNASE Come NEP PANEL WITH (E)BIDIRCQTIONAL BE NO MORETHAN 2%. 04 .11—TIE I UTILITY METER 4.ALL CONDUCTORS SHALL BE IN CONDUIT 12 MIC ROINVER r ER N BRANCH CIRCUIT I 1112AA124.VAc c.RCU TBREnxERs. ( E,3w. NEMA 2R. UL USTE.'I RATEo UNLESS OTHERWISE NOTED. v. zwA ... NNDERGRGUND NECS.B240.E CODE SIZES CONFORMS TO ..PRVOE) e NEC 240.6 CODE SECTION. - — - 6.AC GROUNDING ELECTRODE c ( ua CONDUCTOR SIZED PER NEC 250.66. FIR1 ---- — --- surrw o_ rar 7 AMBIENT TEMPERATURE CORRECTION "'`" a - FACTOR IS BASED ON NEC 690.31(C). ISPI 12MICROINVERTERS IN BRANCH CIRCUITz LNS; ( I( ( B.AMBIENT TEMPERATURE ADJUSTMENT c _ G �1, I _ } (p ) .,J 63_SERVICE e =r, FACTOR IS BASED ON NEC 310.15(B)(2). z0A.2P 0 9.MAX, SYSTEM VOLTAGE CORRECTION IS k IM MAN SER GE PANEL PER NEC 690.7. E ov 1O.CONDUCTORS ARE SIZED PER WIRE ( (INSIDE GARAGE) AMPACITY TABLE NEC 310.15(B)(16). 63—d __....__".. _ _- _" � � 1 � TON f °� ( I N I ENPNASE IDIPLUE 72-2-US / M cao NVERTERSONE ' i I UNDER EACH PANEL(240V) GROUNDING y„ ELECTRODE SYSTEM TO EARTH REF. NEC 250.52, NEUTRAL AND GROUND TO BE BONDED 2. C25I 111111 J! ( AT AC D!S CONNECT TO SUPPLY SIDE pti MAN/ DISCONNECT ACTS AS Tc R9`,C Digitally signed TAP: AC SERVICE EQUIPMENTSERUIEES by Methode Manua uha M2p�A xa N g illliill °" Date: 2022.08.0 VISIBLE -OPEN. LOCKABLE AND READILY . ACCESSIBLE AC DISCONNECT IS LOCATED ^ ^^' 1 1 :47:53 -07 0® WITHIN 10 FEET OF THE UTILITY METER DISTANCE BETWEEN EQUIPMENT DISTANCE LUs 1 UMtK INN-UKMA 1 SUIV NAME:CYNTHIA BONCK """"'-"----'--- UTILITY METER TO AC DISCONNECT 8' AC DISCONNECT TO COMBINER PANEL 6" CONDUIT SCHEDULE MAIN PANEL RATING: 150A, MAIN BEAKER RATING: 150A OCPD CALCULATIONS: INVERTER OVERCURRENT PROTECTION= INVERTER O/PIX CONTINUOUS LOAD(1.25) =24x Y.25x 1.21 = 36.30A => PV BREAKER - 40A TOTAL REQUIRED PV BREAKER SIZE/FUSED SIZE=>40A PV BREAKER ADDRESS: 6102 16TH ST, ZEPHYRHILLS, FL 33542, USA 28.246212,-82.175170 APE: 212602018.0000.00071.0 TAG ID CONDUIT SIZE CONDUCTOR NEUTRAL GROUND i 3/4" EMT OR EQUIV (4) 10 AWG THHN/THWN-2 NONE (i) 6 AWG THHN/THWN-2 2 1" EMT OR EQUIV (2) 8 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 AH3: CITY OF ZEPHYRHILLS 3 V EMT OR EQUIV (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 NONE 4 (1) 6 AWG BARE CU UTILITY: DUKE ENERGY PRN NUMBER:NA ELECTRICAL CALCULATIONS DC WIRE SIZING CALCULATIONS BASED OF FOLLOWING EQUATIONS>> REQUIRED CONDUCTOR AMPACITY: 1251 PER 690.8(A)(1) X Isc(A) X #OF PARALLEL STRINGS = MAX CURRENT PER 690.8(A)(1) X 125% PER 690.8(B)(2)(a)=MAX CURRENT PER 690.8(B)(2)(a) CORRECTED AMPACITY CALCULATIONS:AMPACITY X TEMPERATURE DEBATE FACTOR X CONDUIT FILL DEBATE =DEBATED CONDUCTOR AMPACITY DERATED CONDUCTOR AMPACITY CHECK: MAX CURRENT PER 690.8(B)(2)(2) < DERATED CONDUCTOR AMPACITY AC WIRE SIZING CALCULATIONS BASED OF FOLLOWING EQUATIONS» REQUIRED CONDUCTOR AMPACITY: INVERTER OUTPUT CURRENT X #OF INVERTERSXMAX CURRENT PER 690.8(A)(3)X125 % PER 690.8(B)(2)(A) CORRECTED AMPACITY CALCULATIONS:AMPACITY X TEMPERATURE DERATE FACTOR X CONDUIT FILL DEBATE = DERATED CONDUCTOR AMPACITY DERATED CONDUCTOR AMPACITY CHECK: MAX CURRENT PER 690.8(B)(2)(2) < DERATED CONDUCTOR AMPACITY AC WIRE CALCULATIONS:- MATERIAL:COPPER & TEMPERATURE RATING:901C TAG ID REQUIRED CONDUCTOR AMPACITY CORRECTED AMPACITY CALCULATION DERATED CONDUCTOR AMPACITY CHECK 1 1211 X 12 x 1 = 14. 12A IS 1.21 = 16.15A 4oA X o.7s x o.8 = 24.32A 18.15A 24.32A THREE LINE DIAGRAM AC WIRE CALCULATIONS:- MATERIALCOPPER & TEMPERATURE RATING:90°C DESIGNER/CHECKED BY: AV PAPER SIZE: 17"XS 1" TAG ID REQUIRED CONDUCTOR AMPACITY coRRECTED AFAIACTY CALCULATION DERATED CONDUCTOR AaaPACITY CHECK 2 24 x 1.21 = 29-04A x 1 125 = 3s.BO A 50 x o.9s X 1 = 48A BEM 48A SCALE:AS NOTED REV:A 3 24 X 1 21 = 2&o4A x 125 = 36.30A ss X 1 0.96 1 X I 1 = 62AA 1 38-30A I A I 62AA DATE:07/29/2022 E-1