The URL can be used to link to this page

Home My WebLink About21-2725Co*ity of Zephyrhills 5335 Eighth Street -• FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 A 10, ME ELCMISC-002726-2021 Issue Date: 08/24/2021 REINSPECTION FEES: (c) With •. to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for TITUVT� 11 [111 - 9 0 4 1 0 11 1 111111 I'll 1 11;11 . 0 =-, -Szg�� ivit �11 rIT1176"'AME accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. • • BEFORE C.O. --777`7CONTRACT SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Phone: (813) 779-0936 INSTALL 34 SOLAR PANELS ON EXISTING General (Residential) ,Service Replacement/ Plum 425,00 992 Date 'Paid: 8/19/2021 2:46:00PM WIRING Date: 0811912021 17Th Street h , tractor: SUNRLIN INSTALLATION RVICES INC local government shall im ose a fee 6�, 4! f the fee imposed for the initial inspection or first rein ection, hil h subsequent reinspection. WWWWW'"o, '- "AWWW"'PAW 101 0 011M - "M "a entities,such as wat 111 -1 ncies or federal agencies. "Warning to owner: Your failuFb,• ord a noticec , • me"cement mayyoTirtayinUTUTUE-743T -- �rdrelikeL11%-A company pplication. All work shall be performed in "I accordance with City Co rdinances. NO OCCUPANCY BEFORE C.O. NO OCCUR'ANCY BEFORE C.O. t I IaL CON� EX�CTOR GNIATIJ , R PEJO IT OFFICE() I RMIT EXPI S IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application `Building Department Fax-813-780-0021 Date Received Phone Contact for Permittin *11tItts, x.`W1#*WWW* ---------- Owner's Name Owner Phone Number Owner's Addres 40) Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 7 JOB ADDRESS LOT # SUBDIVISION 14j, PARCEL ID#L�Q _910-3 _(�Nxl)b_ cog)(OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F__1 ADD/ALT SIGN DEMOLISH El INSTALL = REPAIR PROPOSED USE SFR EJ COMM OTHER E_ TYPE OF CONSTRUCTION BLOCK = FRAME STEEL = I DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL f AMP SERVICE PROGRESS ENERGY W.R,E.C. =PLUMBING E= =MECHANICAL r== VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_ILN_j Address License # ELECTRICIAN COMPANY < SIGNATURE 1� FEE CURRENY / N�� Address U ei J 1vt cv License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # MECHANICAL COMPANY = I SIGNATURE REGISTERED YIN FEE CURREN LY L �N Address License # OTHER COMPANY SIGNATURE REGISTERED L_y LN _J FEE CURREN Y/N Address License # 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 onste, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster; 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 & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) — Agent (for the contractor) or Power of 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 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 contractor(s) sign portions of the "contractor Block' of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/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. 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 Who s/dre pnally„kpca�?Pa to me or has/have produced as identification. Notary Public Commission No. 13 1 cift I THIS INSTRUMENT PREPARED BY: Namw Sunrun Installation Service, Inc. Address: 5208 Tampa W Blvd Tampa. FL 33634 Permit Number: Parcel ID Number: 5 3,:, WTIMW,�;-34-m*. heoz* X�, following information is provided in this Notice of Commencement. 1. D�RIPTION OF JPR RTY: (Le•al d cniption of th rt nd street add available) JPE g e prop g pp, I A jLL Y 7D LoT 18 oR 8357 PCrs 2. GENERAL DESCRIPTION OF IMPROVEMENT: ROOF MOUNTED SOLAR SYSTEM 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: :555-4- Name and address:—ItaL - [4 -3A - /Z Interest in property: OWNER ZMESEEMOMM 4. CONTRACTOR: Name: SUNRUN INSTALLATION SERVICES, INC. — Phone Number: 855A78.6786 Address: 5208 Tampa W Blvd Tampa, FL 33634 5. SURETY (if applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. GENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8, In addition, Owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WAENING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of owner or Lessee, or Owner's or Lessee's Authorized Officer/Di rectorfPartner/Manager) NQ-00- OWNER (Print Name and Provide Signatory's idelOffice) State of _2!LO,m°4 County of A�IseL) The foregoing instrument was acknowledged before me this clay of 20_,L/ Who is personally known! by _ R I V,�' IIpy I to me ;;.R Name of person making statement ��= III 1111 !111111 IF11111111111111 IIIIIIIINIFICIa! 111! 1 11 1 W■ ILLIAM Notary Public -State of Florida Commission # GG 943159 My Commission Expires December 29, 2023 ~ structural ENGINEERS July 22,IOZ1 Sunmn|nc. l3]Technology Dr, Suite l0O Irvine, CA, 92628 Subject: Structural Certification for Installation of Solar Panels Job Number: Z1-09762 Client: Rene Rivera 802R'205R|VE Address: 620517thSt, ZephyrhiUs'FL33543 Attn.:ToWhom |tMay Concern Afield observation ofthe condition ofthe existing framing system was performed byanaudit team from Sunmn|nc. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of: � Composition Shingle over Roof Plywood is supported by 2x4 @ 24"o.c. SPF#2 at ARRAY 1/2/3. The top chords are sloped at approximately 19 degree and have a maximum projected horizontal span of 8 ft 0 in between load bearing supports. • Applicable Codes =202OFlorida Building Code, 7th Edition, AS[E7'l(iand ND3 10 • Ground Snow Load =Up`tRoof Snow Load =OpsfARRAY l/2/3 • Roof Dead Load =42psfARRAY l/2/5 • Basic Wind Speed =1S8mph Exposure Category 8 Asaresult cfthe completed field observation anddesigndhedo: wARRAY 1/2/3:isadequate tosupport the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 2OZOFlorida Building Code, 7thEdition. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE'|nc Structural Engineers Roseville, CA U/ 08/10/2021 l478Stone Point Drive, Suite l9O. Roseville, CA9566l ` Nk - Ar structural ENGINEERS July 22,2O21 Sunrun|nc 133Technology Dr, Suhe1OO Irvine, CA, 9ZG1O Attn.: To Whom It May Concern The following calculations are for the structural engineering design of the photovoltaic panels located at 620S 17th St, Zephyrhills, FL 33542. After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PVloads. if you have any questions on the above, do not hesitate to call. Prepared By: PZSE,|nc. Structural Engineers Roseville, CA l478Stone Point Drive, Suite l9U' Roseville, C/\9366l T 916.9613960 F 916.961.3965 VV v/vvvv.pzse.Conn • - Rene Rivera - o• •# 19 Ce = Exposure Factor = 0.9 ASCE 7-16 Table 7.3-1 Ct = Thermal Factor 1.1 ASCE 7-16 Table 7.3-2 1 = Importance Factor - 1 pf = 0.7 Ce Ct I pg psf ASCE 7-16 Eq 7.3-1 Therefore, pf = Flat Roof Snow Load = psf Ps = Cspf ASCE 7-16 Eq 7.4-1 Cs = Slope Factor = 1.000 ARRAY 1/2/3 Ps = Sloped Roof Snow Load = 0.0 psf ARRAY 1/2/3 ARRAY 1/2/3 Note: Roof live load is removed in area's covered by PV array. f C,e L d ARRAtI Composition Shingle 2.0 Roof Plywood 1.50 2x4 Top Chords @ 24"o.c. 0.48 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.02 Total Roof DL ARRAY 1/2/3 4.0 psf DL Adjusted to 19 Degree Slope 4.2 psf am a 0 . Wind Speed 138mph Exposure Category B RoofShape Hip Roof Slope 19 degrees Mean Roof Height 11 ft Building Least Width 43 ft Effective Wind Area 19.5 sf Roof Zone Edge Distance, a 4.3 ft Array Edge Factor Length uzK Controlling C&C Wind Zone Zone 2 Pressure Equalization mctor,v" 0.68 Wind Pressure P qh*(G*Cp)*Ve*va 6.8-1) Kd (Wind Directionality Factor) 0.85 Table 26.6-1 v(Design Wind Speed) = 138mph Fig.a6.s-10 Zone 1 Zone 2 Zone 3 Positive Max Rail Span Length Edge ~ 6.00 6.00 0.00 Longitudinal Leh = azs 325 273 Attachment TributArea Edge 1950 1950 zeso Attachment Uplift sdge= '415 '/72 '772 Fastener = 5/16 inch Number of Fasteners = I Minimum Threaded Embedment Depth = 2.5 inch 820 lb capacity > 7712 lb demand, Therefore, OK Ifm—be-dMent Depth Reduction Factor 1 Lateral Force from Gravity Loads= 20 lb Attachment Lateral Capacity = 250 1b NDS Table 12K 250 lb capacity > 20 lb demand Therefore, OK mm Project: Rene Rivera -- Job #: 21-09762 Date: 7/22/2021 Engineer: AL Dead Load PVLoad Live Load ARRAY 1/2/3 PASS vv=162p|+ 42psf 3.0 psf 19.9 psf Note: Attachments may be Unstaggered. Total Load 27.1 psf Member Size S (in ^3) | (in m) LumberSp/Gr Member Spacing 2x4 9.19 15.00 SPF#2 @24''oz. ' 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress =I886Jpsi Maximum Moment = (mL^2)/8 = 129927 0# = 155912 in# Actual Bending Stress = (Maximum Moment) /S =1697.lpsi Allowed > Actual -- 90% Stressed -- Therefore, OK Defection Criteria Based on = Actual Defection (Total Load) = (E=140OOOOpsi Per NDS) = O.S33in Continuous Span (w*L^4)/(1Q5*E*|) =O277in Allowed Deflection (Live Load) = L/240 0.4in Actual Deflection (Live Load) = km*L^4 /(185*E*|) 0.203 in L/473 < V240 Therefore OK � Allowed Shear = Fv*A = 2126|b Max Shear (V)=w*L/Z = 217|b Allowed > Actual —1Q.2% Stressed —Therefmme,DK sm •� Project: Rene Rivera --Job #: 21-09762 fi F gate: 7/22/2021 Engineer: AL Level Area Weight (psf) Weight (Id) Roof 2279 sf 4.2 psf 9572 lb Ceiling 2279 sf 6.0 psf 13674 lb `inyl Siding 704 sf 2.0 psf 1408 lb (7.5' Wall Height) Int. Walls 352 sf 6.0 psf 2112 lb Weight of PV System (Per Sunrun Inc.) 3.0 psf l t 10 of Existing Building Weight (Allowed) 2677 lb Approximate Weight of PV System (Actual) 1812 lb Percent Increase 6.8% 677 Ib a 1812 I, Therefore OK Per 2018 IEBC §402.4, the increase in the lateral demand/capacity ratio of the existing structure due to the installation of the PV system is less than 10%. Therefore, the existing structure may remain unaltered. Erb DataSh�� Enphmme Miouzinvertem RegmnAK�ER|CA8 �� mw �� 0�� 0�� ~��- �� mm�� °��°��F�� K��m��0mn��m��m�� To learn more about Enphaneofferings, visit enphasecmm The high-powered 8nnartghdf8edy Enphase1{)7Micro" and Enphase/Q7*Micro- dramatically a|rnp|ifvtheinStaU8UOnpFOceoavvhi|e achieving the highest system efficiency. Part Vfthe Enphaae|O System, the |Q7and |Q7+Microinvertenaintegrate with the Enphaoe |OEnvoy'".Enphaae|QBetterv=.and the Enphooe Enlighten'" monitoring and analysis software. IQ Series K4iCroinverteroextend the reliability standards set forth bvprevious generations and undergo over amillion hours ofpower-on testing, enabling Enphasetoprovide anindustry-leading warranty Ofuptn25years. ' Lightweight and simple ' Faster installation with Improved, lighter two -wire cabling 'Built-in rapid shutdown compliant (NEC 2n14&2Un) Productive and Reliable ' Optimized for high powered o0-co|kl2ohalf-cell and 72- cmU/144hmM-cmU*modu|oa ' More than mmillion hours oytesting ' Class Udouble-insulated enclosure Smart Grid Ready ^ Complies with advanced grid support, voltage and frequency ride -through requirements ^ Remotely updates tnrespond /ochanging grid requirements ' Configurable for varying grid profiles Meets CA Rule 21 (UL 1741 -SA) � The IQ 7+ Micro is required to support 72-cell/144 half -eel I modules. �� n�v �*��~��. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA (DC) IQ7-60-2-US 1Q7PLUS-72-2-US .... Comrttonkj used odule pairings' ........ 235W-350W+ 235W-440W+ Module compatibility 60-cell/120 half -cell PV modules 60-cell/120 half -cell and 72- only cell/144 half -cell PV modules Maximum input DC voltage 48V 60 V Peak power tracking voltage 27 V - 37 V 27V-45V Operating range 16 V - 48 V 16 V - 60 V Min/Max start voltage 22 V 148 V 22 V / 60 V Max DC short circuit current (module Ise) 15A 15A Overvoltage class DC port 11 11 DC port backfeed current 0 A 0 A PV array configuration I x I ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 7 Microinverter IQ 7+ Microinverter Ijik_66i56_f i5aW_J 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal (L-L) volt igeftang,0 240V/ 208VI 240 V / 208V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A (240 V) 115 A (208 V) 1.21 A (240 V) 1,39 A (208 V) Nominal frequency 60 Flz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz AC short circuit fault current over 3 cycles 5,8 Arms 5,8 Arms Maxinnurn units per 20 A (L-L) branch circuit' 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 18 mA 18 mo, Power factor setting 1LO 1,0 power factor (adjustable) 0,85 leading 0.85 lagging 0,85 leading ... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency .... . ... . .... . ... ... 976 % 976 % 975% 973% CEC weighted efficiency 97,0% 97,0% 97,0% 97,0% MECHANICAL DATA rnblent ure range -40°C to +65°C Relative hulniclity range 4% to 100% (condensing) Connector type MC4 (or Amphenol H4 UTX with additional O-DCC-5 adapter) Dimensions (HxWxD) 212 rum x 175 mrin x 30.2 rum (without bracket) Weight 1,08 kg (2,38 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environmental category l UV exposure rating NEMA Type 61 outdoor FEATURES oryinnunication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690 Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class 6, CAN/CSA-C22.2 NO. 107,1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See flie compatibility Calculator at furra— r 2 Nominal voltage range can be extended beyond nominal if required by the utility. 3 Limits may vary. Refer to local requirements to define the number of microinverters per branch in you, area To learn more about Enphase offerings, visit erriphase.com ENPHASE, 21(�2,,` _rp'a-_ ig, All ri,7�Ts rerve,l E,_,ha�e, the D,phase kcgc, ( opl-ase K) , Enpl ase 10 npal�e,v -har -,a_se IQ F,,,oy n��d oV,e, tmremarks o, sevi,e r an -es tr�,jel,-a` 'if E `��olqy ge ,K —A Q.ANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.5%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology, Hot -Spot Protect and Traceable Quality Tra.QTm. EXTREME WENTHER RATING High-tech aluminium alloy frame, certified fo IXXr high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance warranty. STATE OF THE ART MODULE TECHNOLOGY 1% Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. APT test conditions according to IEC/TS 62804-12015, method B (-1500V, 168h) 'See data sheet on rear for further information THE IDEAL SOLUTION FOR: 6 Rooftop arrays oh 9 residential buildings Engineered in Germany CE LLS MECHANICAL EPE EEICATIGrk." 1740 mm x 1030mm x 32 rm (neluding frame) ... _.................... t . �9 91T9 s6cn.m aaomm t E -u<cr 32mmthermallypre-stressed glass with -----_ -�-�--� and -reflectEon technology ' Composite film name c Black anodised aluminium seimm �.,. ..-- . _ _...__---- 6 x 20 monocrystalline Q ANTUM solar half cells ..---------._.._ , ...I'll ._. - ® ic3omm 7 , ., to, 53-101 moor x 32-60 min x 15-18 min _Protection ss _ Y pas diodes --- samm ~^+ 4mrr Solar cable; (+} 1150mm I) c 1150mm StaublMC4,aHanwha QtCE� CELLS HQC4; IP68 } one. sfoe�A�Ar qo n�as + ��32mm nC'rA LA ii6 mini 24.., mmT QTe.Smm ELECTRICAL CHARACTERISTICS ........ .....e .N.,.....,.�.„W........e.....m...... PCWER CLRSS .....,.e e,.e..�< eo.�.......<..,,. n.m. ...,,e.,=.e�.. _....e......a......, ........,.,,.�. ...,...�.-.............. .....,...mow., ...,,..,.........4 330 335 v: ..........,.�.>..,.,.. 3�60 .>...,....,.w,,.,,.._.-.n.... 345 A ' _. .. 4 h,.,C lr.'rS 'C • itz:;t , .1 Vim.. ,r -.. .. NAPIP ___._.,. ....m............ ............_ a'__.�.. _.,�.. ' IWI 330 335 _......,. - 340 345 . „r. -t -71, U,r r :.eat r. I, [A. 14.41 10.41 10.52 10.58 ... ,p. C ,:ri.„c..att: ................._.-a.. ..__. _w._. ..�.. .,. ._.� .._.,.___.._ m.. �.. __.�,ma .�._. V�,t. -V: 4Q15 4Q4.r 4Q66 ........�.....,,....�......,.�..._... 40.92 .... ._.. t-_nt... v,r11 .._._..a ... ..._.._ ...,..... ___��_. m , .._......_,. .. _._...�.... ......._. . _.e._._ __...._.. lor,n [A] 9.9i 9-97 __.,....._ _ 10.02 _.....a �._ 10.07 V;,,,.. [Vj 33.29 33.62 3394 34.25 . en:&;;., _._ _...- [%] >_184 >187 >_190 >_19.3 -.., u.. P,.,, [W; 2470 2507 2545 2582 . rra . r of rent I;r, [A] 8.39 8.43 8,48 8.52 ,,,,, ; ,<,i,., Vc z. Vn,,. IV] 3786 38.10 38.34 38.59 .;. „ c-.rt"ib,-'� 11- [A] 7,80 7.84 789 7.93 <,.1,. Vv.,, ,V 31.66 31.97 .., ...-_.._.. --------- _._...,.., 3227 ._..,_ 32.57 .._._. ._____........_.._..._ - V easurem_rt tolerances P„r. a /; L, Voe _5 / at STC 1000 W/m2 25±2°C AM 1.5 according to IEC 60904-3 •-800bV/m2, NMOT spectrum AM 1.5 G CELLS PERFORMANCE WARRANTY mLLmxPERFORMANCE AT LOW IRRADIANCE .e. to At (east 98 % of nominal power dur- i - 6 Ing first year Thereafter max. 0.54 % degradation per yeas At least 931 % uc of nominal power up to 10 yearsA,- 90 ------------ least85% of nomnal power up to o :g 25 years.,_ ---- All data within measurement tole, ,P ,o ances-Full warranties In accordance with the warranty terms of the zoo aoo coo aoo iaao Q CELLS sales organisation of your'= respective country. Typical nodule performance under low }irradiance conditions in comparison to STC condrHons (25'C, 1000 W/m2. TEMPERATURECOEFEICIENTS T. rip r, to � Coo r cicur o4 , a [%, K] , 0.04 rI,,U ., t .,':i, cr, _. (3 [%/K -0.27,�.. .,, .. v. _, ,l .., Y [%/ K] 0.36 v ..., L 0,o . ,. ; :. ,, .r G pi ['C] 43,3 € RO ERT-IES FOR SYSTEM DESIGN rv"r, 3,tr.,, Vs r, Ni 1000 r. M3 Class 11 [A] 20 s., �.: in,i t. ,. �- i .. , ,°t_ , r. o C/TYPE 2 (Pa] 3603/2667 -40°C +85°C [Pa] 5400/4000 QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION Qual,tyTroel EC 61215.2016; 24VDE EC 617302016 The data sheet coornes LIM 178Cmm t080mm 1208mm G738kq ,l..e_t„s.. 28p pallets 26Ad.pa..C.11._...... e,..et.s._.3_2_.-m..o..d....u....l.es w.hDiNEN503 i pa,I.gn, ,s �. 16 'r'D2T Ve t I 1815mm 1150nnn 1220rnm 683kg 28pallets 24pallets 32modules Nate: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product Q CELLS supplies solar modules in two different stacking methods -depending on the location of manufacture (modules are packed horizontally or verfioaiii You can find more detailed information In the document Packaging and Transport Information'. available from Q CELLS- Haowha 0 CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Woren, Germany I TEL ,49 (l))3494 6699-23444 1 FAX +49 (Q)3494 6699-230001 EMAIL sales@q-cellsoom I wi www.q-celis.com Engineered in Germany OCELLS SNAPNRACK RL UNIVERSAL SPEEDSSAL TRACK COMPOSITION ROOF MOUNTING 0 LA EMBED 0 5116'LAG SCREW 2-1/2'INTO THE ROOF STRUCTURAL MEMBER / RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL v 0 5116"&& LAG SCREW 2-1/2"MINIMUM EMBEDMENT WASHER SPEEDTRACK--\ No 82 0,, TATE OF yta DETAIL A SPFEDSEALTRACK COMPLETED INSTALLATION SHOULD BE INSTALLED PARALLEL TO RAFTER SECTION VIEW ROOFING MATERIAL— State This ftm has ROOFING been MATERIAL PILOT HOLE and sued CENTER OF COURSE by Jason Brown, ROOF RAFTER (TY7P,) PE on 12122/W ROOF ATTACHMENTS SHALL U" a Olaftl BE EMBEDDED INTO ROOF SHEATHING, UNDERLAYMENT, 2,112"MIN, EMS...T—�\ Somb". ROOF RAFTERS OR OTHER AND ROOFING MATERIAL (TYP,) INTO RAFTER OR Nnwd copies 4 STRUCTURAL MEMBERS STRUCTURAL MEMBER lhis docuent.re notwnskWed stood and -OW COMPLETED INSTAI= code —st be ve,mad on electronic copies. SUM" S.n.. South L DESIGNER: D.RYANNTS rca —&PETERS DESCRIPTION P DRAFTER-- -4 RL UNIVERSAL, ATTACHMENT DETAIL, MOUNT tr,,= -m 4--- APPROVED BYi WARSUCKLE DATE. 7/7 SPEEDSEAL TRACK ON COMP cimr"n E-CI3007964 DECKING 04" Signed! 12/22120 I DESIGNER: (415) M30-6920 w DOMINGO VILLARUEL SHEET MOUNTING DETAIL PAGE SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE ## DESCRIPTION • SYSTEM SIZE: 11560W DC, 9860W AC • ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) Amendments to 2018 SOLAR MODULES �v_..........1_ ._.._......._-.-- COVER SHEET • MODULES: (34) HANWHA Q-CELLS: Q.PEAK DUO BLK-G6+ IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND SE SERVICE ENTRANCE _ 340 INSTALLATION INSTRUCTIONS. PV-2.0 SITE PLAN • INVERTE(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PV-3.0 LAYOUT (34) ENPHASE ENERGY: IQ7PLUS-72-2-US MP MAIN PANEL • RACKING: SNAPN CK RLU; RL UNIVERSAL, SPEEDSEAL • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. PV-4.0 ELECTRICAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 SNR MOUNT • PHOTOVOLTAIC SYSTEM IS UNGROUNDED, NO CONDUCTORS ARE SOLIDLY SP SUB -PANEL SNR MOUNT &SKIRT PV-5.0 SIGNAGE GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. Q PV LOAD CENTER CHIMNEY • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FS-1 FSUNRUN METER ATTIC VENT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. (-�_; FLUSH ATTIC VENT • SNAPN CK RACKING SYSTEMS, IN COMBINATION WITH TYPE 1, OR TYPE 11 FS DEDICATED PV METER MODULES, ARE CLASS A FIRE RATED. o PVC PIPE VENT RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL INV INVERTER(S) (9 METAL PIPE VENT CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(l ). IK T-VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). -A AC DISCONNECT(S) GP SATELLITE DISH • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC _._......_,.. DC DISCONNECT(S) FIRE SETBACKS • 10.52 AMPS MODULE SHORT CIRCUIT CURRENT. • 16.43 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a) & 690.8 (b)]. CB IQ COMBINER BOX HARDSCAPE I- INTERIOR EQUIPMENT — PL— PROPERTY LINE L I SHOWN AS DASHED SCALE:NTS A AMPERE sunrun AC ALTERNATING CURRENT INEER ADDRESS AFCI ARC FAULT CIRCUIT INTERRUPTER ENG222 BUSH STT, SUITE 1400 SAW FRANCISCO, CA 94104 1 COAZIMP COIMPOSITION MUTH P:s4s-00793 DC DIRECT CURRENT EC13007964 - (E) EXISTING 5208 TAMPA W BLVD, TAMPA, FL 33634 ESS ENERGY STORAGE SYSTEM PHONE 0 FAX 0 oa EXT EXTERIOR INT INTERIOR CUSTOMER RESIDENCE: urant F 1 1Lri T T MAG MAGNETIC RENE RIVERA �" tl " ES'"Hy, ,MSP MAIN SERVICE PANEL 6205 17TH ST, ZEPHYRHILLS, FL, g` (N) NEW 33542 13 NTS NOT TO SCALE TEL. (813) 779-0930 OC ON CENTER PRE-FAB PRE -FABRICATED APN -21-0TMK 1 0-00 02-26-21-0180-00000-0180 LtHOME v��\j�-=*®�e PVF PHOOTOVOLTAiUNDS PER CQUARE FOOT PROJECT NUMBER: I � R`+** E �` 802R-205RIVE •'A • RSD RAPID SHUTDOWN DEVICE :8 �� *'* �% TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex3 q ILIA, ,� 0.73522 TYP TYPICAL ` T fl V VOLTS DAVID CLARK W WATTS SHEET ,ATE OF'�v EXN 02/28/2023COVER SHEET REV NAME DATE COMMENTS T m vRj4iL,ts �i' ��° REV: AI 07/19/2021 �3r3 - t �#tdl111tti __.__ PAGE ��_ 1 . (}8/ U/2U21 SITE PLAN - SCALE = 3/32" = V 9 ra Pt PL PL R L•�bffl i FA mm gjj■111 11 gil - 0 1 FO Pi Pt pt PL ■ ,.. x �i�iiil x x � ENGINEER ADDRESS: 222 BUSH ST, SUITE 1400 SAN FRANCISCO. CA 94104 P 949-383-0993 EC13007964 5208 TAMPA W BLVD, TAMPA, FL 33634 PHONEO FAX 0 CUSTOMER RESIDENCE: RENE RIVERA 6205 17TH ST, ZEPHYRHILLS, FL 33542 TEL. (813) 779-0930 APN/TMK #: APN: 02-26-21-0180-00000-0180 PROJECT NUMBER: 802R-205RIVE DESIGNER: (415) 580-6920 ex3 DAVID CLARK SHEET SITE PLAN REV: Al 07/19/2021 PAGE PV-2.0 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type YP Height 9 Yp Type Max OC Detail Max Landscape Max Landscape Max Portrait Max PortraitMAXDISTRIBUTED Configuration g LOAD: 3 PSF Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 0 PSF AR-01 COMP SHINGLE - RLU 1-Story 2X4 PRE -FABRICATED TRUSSES T - 5" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON 6 - 0" Z - 4" 4' - 0" 2' - 0" STACKED WIND SPEED: 138 MPH 3-SEC GUST. COMP, SEE DETAIL SNR-DC-00436 S.S. LAG SCREWS: AR-02 COMP SHINGLE -RLU 1-story 2X4 PRE -FABRICATED TRUSSES 7' - 5" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE 6' - 0" 2° - 4" 4' - 0" 2° - 0" STACKED 5/16": 2.5" MIN EMBEDMENT DETAIL SNR-DC-00436 STRUCTURAL MOTES: + INSTALLERS SHALL NOTIFY AR-03 COMP SHINGLE - RLU 1-Story 2X4 PRE -FABRICATED TRUSSES 12'- 7" 24" RL UNIVERSAL, SPEEDSEAL TRACK COMP, SEE 6' - 0" 2' - 4'" 4' - 0" 2' - 0" STACKED ENGINEER OF ANY DETAIL SNR-DC-aa436 POTENTIAL STRUCTURAL D1 - AR-01 - SCALE: 1/8`° = V-0°' D2 - AR-02 - SCALE: 3/16" = V-0" ISSUES OBSERVED PRIOR PITCH: 19' PITCH: 19' TO PROCEEDING W/ AZI : 91 ° AZI : 91 ° INSTALLATION. 8" 17'-3" 5'-1" + IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY 28'-10" 13'-8" — 6' TYP. 1 191, I ROOF PLANE EDGES (EXCEPT VALLEYS), THEN ATTACHMENTS NEED TO BE 6' iYP. ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS 0 FOLLOWS: 10'-3°' ++ ALLOWABLE ATTACHMENT 11'-6" SPACING INDICATED ON PLANS TO BE REDUCED BY 50% ++ ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE 6° ATTACHMENT SPACING 2 INDICATED ON PLANS mr- suni"mun ENGINEER ADDRESS: 222 BUSH ST, SUITE 1400 SAN FRANCISCO, CA 94104 P: 949-383-0993 D3 - AR-03 -SCALE: 1/8°` = 1'-0" EC13007964 PITCH: 19° 5208 TAMPA W BLVD, TAMPA, FL 33634 AZI 271 911 PHONE 0 — 4°-9" — 11 "-6" 24°-6" 11 "-6" - FAX 0 CUSTOMER RESIDENCE: RENE RIVERA 6205 17TH ST, ZEPHYRHILLS, FL —6' TYP. - 3' 33542 k TEL. (813) 779-0930 c APN/TMK #: APN: 02-26-21-0180-00000-0180 K • Z'4C' ®®o® PROJECT NUMBER: oy 10'-3" E SF ®® ***' - " 802R-205RIVE It No. 73522 DESIGNER: (415) 580-6920 ex3 O r DAVID CLARK `°**TATE OF LAYOUT,�" SHEET 46'-6" _5'-9`L 91' �s®®vf **,******GGCS®� q`�` REV: Al 07/19/2021 SEE SITE PLAN FOR NORTH ARROW 8/10/2021 PAGE PV-10 120/240 VAC SINGLE PHASE SERVICE METER #: DUKE ENERGY 4412661 UTILITY GRID (N) 125A ENPHASE IQ SUPPLY SIDE TAP AC COMBINER BOX WITH INTEGRATED 10A ENVOY BREAKER �� `�.�� 1�� (34) HANWHA Q-CELLS: 4 3CX-IQ-AM1-240-3C ( (} + Q.PEAK DUO BLK-G6+ 340 MODULES AND MICRO -INVERTER PAIRS EXISTING 60A (N) LOCKABLE (34) ENPHASE ENERGY: \ MAIN BREAKER BLADE TYPE ,--� IQ7PLUS-72-2-US t FUSED AC DISCONNECT 2 JUNCTION BOX QR EQUIVALENT 1 s (1) BRANCH OF (12) —® .— EXISTING MICRO -INVERTERS [A] -- 125A o --._ (1) BRANCH OF (11) MAIN MICRO -INVERTERS [B] FACILITY PANEL 60A FUSES (1) BRANCH OF (11) LOADS FAOJLITY e GROUND a SQUARE D 20A BREAKER [A] MICRO -INVERTERS [C] D222NRB 20A BREAKER [B] 3R, 60A 20A BREAKER [C] i►l�7f► * � .. + CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 8 AWG BARE COPPER 1 NONE (2) 12 AWG PER ENPHASE Q CABLE BRANCH NONE (1) 8 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (6) 10 AWG THHN/TH -2 NONE (1) 8 AWG THHN/TH -2 3 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THW N -2 (1) 10 AWG THHN/TH -2 (1) 8 AWG THHN/TH -2 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 NONE MODULE CHARACTERISTICS HANWHA Q-CELLS: Q.PEAK DUO®Aiiiittt/�� BLK-G6+ 340: 340 W OPEN CIRCUIT VOLTAGE: 40.66 V Z��P®®�� MAX POWER VOLTAGE: 33.94 V ��®Q.*\0EN54'p®®°'®� SHORT CIRCUIT CURRENT: 10.52 A Z**** No.73522 * ffi STATE OF �'L`jz� EXP.O2/28/2023 .p V1 \� ®ttttliiiat 08/10/2021 i; k i •e# iIN ! OJ i LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER #, 1 • •1 1 •90 D# NOT RELOCATE OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(13)(2)(3)(b), NEC 2017: 705.12(B)(2)(3)(b) LABEL LOCATION: # LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c), NEC 2017: 705.12(B)(2)(3)(c) �SOURCES: SOLAR SYSTEM LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2019: 705.12(B)(3), NEC 2017: 705.12(B)(3) a LABEL LOCATION: INSTALLED WITHIN T OF RAPID SHUT DOWN SWITCH PER CODE(S): CEC 2019: 690.56(C)(3), NEC 2017: 690.56(C)(3), IFC 2012: 605.11.1, IFC 2018: 1204.5.3, CFC 2019: 1204.5.3 81 SWITCH TO s SHOCK HAZARD AqlV,.. LABEL LOCATION: ARE i 6 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. ® SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. ® LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. ® LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. . SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. . DO NOT COVER EXISTING MANUFACTURER LABELS.