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HomeMy WebLinkAbout21-2723I o ZephyrffiVs 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ELCMISC-002723-2021 Issue Date: 08/24/2021 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, INNIIIINI III 111111K 11111 1111 11 1 Gcz�..... � accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ( "N' A' ) --- a1aL4y*-r- TRACTOR GNATURE PE IT OFFICEU -•ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER proton No Pit(ce! ID No -&Y- S'- U.:_aj1M_ jig-0-10 NOTICE OF COMMENCEMENT Stake of county of Tr W UN BE R ty tGNED hereby a v Its notice that hop ravernen I wit! be made to contain re or property, and in a c cood a, me ouch Chapter T 13, F rvords Statutes the following ifinformation is provided in this Notice of cianrnkkncernem: 1. Desc,dotion Of Property: Parcel Identification No, -7,CP14 PHnSt 2b P13 92 P4 O&Z MMMM13MMM "Tiz D r, 2- v, $ nd--Afliar Panel Ins tatiation TQT otock 1 OAner Infortnaroa of Lessee infemiation it the, Lessee contracted for the improvement: Name P, r.__,"dam TE Address City Slate Interest in Property: W" *--a L Narres of Fee Simply 'firrafropen; 'St W (if differ" from Owns, keted above) -n 0 Address Cay Store 0. 4. Gyinlrackor: -§ga(grk K? 0 Name Ir "Irr MIr Wow Address City ibte- 0) Contractife's Telephone No.: 01 ye 'o - 5, Surety Name 3 L F- 0 0) City C" 0. W--fi at NR — 1 0 Amount of Bond, Telephone No,: 1� ON)E. > Leme: rn L O Name 9P> —dr X4 ft) " Address rely co;lateG , N Cr U Lerefer's Telephine NO: ......... .. ... . ............. . trt 'x CD fi 1. Fersons within She State of Florida ritsrgnele'a by the owner up. whom Juinkais og mhw co'CuTnefir$ may, be sandedrvsanded as pirwnded by ! Z W CL - 9) my - Section 713,130)(aX7i, Florida Statules z a, At toNarna ME lalryphone Number of Dryingnined Pfrufam, the owner deSignates, of -- ---------- . . ...... to foceive a copy of the Lretrur's Nahce as pro-vnem if-, SKruion 713,13(i)(b) FOrkyhr Statutes Telephone Nurnberpffrierson, or Entity loes;.gnated by 0,ener ------------- - - - -- - .... ..... .. . .. 9 Exphintiom data of Notice of ConmermemenI (the expiration date may not be before the Complelfon of constryticoen and final payment In the contractor, loulwa be one Frew from the date of recordrort vfilase a d"aford date rs sprayfirid) WARNING TO OWNER ANY PAYMENT $ 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 STATUTE$, AND CAN RESULT IN YOUR PAYING TWICE FOR 00PROVENIFFITS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIEffe, IF YCAJ INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. h X r Under penalty of I declare Man I have read the lyregoing t d th I to fact Star efear are true to the best too ""'77 at' a e STATE OF FLORIDA COUNTY Or PASCO S Inne at 0 ssee, C�q ohir t c Auf4sii d 0 ficef/Chrectir,PanneriManager EA Sig n T?ie fufeq�enq instflunne,it was acknosilerigred before n* this I V day of by j L - (type of audionty, e g, officer, trustee, attorney is tact) for - ---- - -------------- ------ 1111 —1111 .. . . . ........... iname of party on Nihay of onoreil M III e" I was o"ei�,"', d) Personally Known QB Proci 1denl4,,,uaI*r, Nolary SignaWq re - '-� �—�p vo,-ee ---- Name (Nini) Ll Type of produced K lar— K-' J TYLER SPINT M A �N o' U 1, te ta r C-SV G 7,241b its :hA B." '0 Expires 705t IF4 Notary PuWic-Stste of Florida Commission IT GG 248635 OT My Cornmirsion Ex fires in, Acioust 14 2 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting ( 813 ) 648 0086 * 4 1 t # It 4 It S#11*V911xT*11 - a it Owner's Name Kimberly Williams Owner Phone Number Owner's Address 17863 Broad Pointe Dr. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 17863 Broad Pointe Dr, Zephyrhills LOT # SUBDIVISION PARCEL ID#1 32-25-21-0150-01500-0190 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT x SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Installation of a roof -mounted photovoltaic solar panel system. (10.541<W) BUILDING SIZE SQ FOOTAGE HEIGHT [:= [X]BUILDING $ 4,637.60 VALUATION OF TOTAL CONSTRUCTION EI]ELECTRICAL 1$ 18,550A0 AMP SERVICE PROGRESS ENERGY W. R. E. C, =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION i =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO B BUILDER COMPANY Sunrun Installation Services, Inc.DER Sunrun Installation Services, In N BUILDER U SIGNATURE REGISTERED Y/N FEE CURREN y Address 5280 Tamp lvd, Tampa FL 33634 License# E CT IC unrun Installation Services, Inc. LECTRICIA COMPANY Fs S TU SIGNATUR REGISTERED L)LLN FEE CURREN Address 5280 Tampa vd, Tampa FL 33634 License # 13007964 PLUMBER COMPANY SIGNATURE REGISTERED Y/N I-EE..RRIN Address License #F_ MECHANICAL COMPANY SIGNATURE REGISTERED Address License# F_ OTHER COMPANY SIGNATURE F LILN IETC.RRE. Address License # mm 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/ Sift Fence installed, Sanitary Facilities & 1 clumpster. 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 (PloUSurvey/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 IMPACTIUTILITIES 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 poor 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. to me dr has/have produced as identification. .. .. .......... ... .. . Notary Public t t L; Commn N0. va L I No a5rfped, print My COMMISSION #HH1 31615 EXPIRES: MAY 20, 2025 Bonded through I st State insurance M to me or has/have produced as identification. Notary Public 1-1EL LILA; Commidsi&_`No. f JI-- Name of Notary typed, printed or stampedI JOSHUA LONG COMMISSION My COMMISSION #HH131615 EXPIRES: M Y MAY 20, 20725 Bonded through 1st State Insurance 6,,-M-a structura ENGINEERS August 18,2U21 Sunrun|nc 133Technology Dr, Suite 1U0 Irvine, CA, 92518 Attn.: To Whom It May Concern The following calculations are for the structural engineering design of the photovoltaic panels located at 7863 BROAD POINTE DR, ZEPHYRHILLS, FL 33541. 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,Inc. - Structural Engineers Roseville, CA l478Stone Point Drive, Suite l9O. Roseville, CA9566l T 916.9613960 F 916.9613965 VV vvvvvv.pzs8.Conn • r t 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 p, psf ASCE 7-16 Eq 7.3-1 where pg 5 20 psf, Pf min = I x pg - NSA Therefore, pf= Fiat Roof Snow Load = psf ps = CSpf ASCE 7-16 Eq 7.4-1 Cs = Slope Factor = 1.000 ARRAY 1 Pc a S(nnarl Rnnf Snow Load 0.0 nsf ARRAY 1 i1��x���sk ti �tiy 1 lR�l etc �'i :ARRAY 1 Note: Roof live Toad is removed in area's covered by PV array. Composition Shingle 4.00 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 6.0 psf DL Adjusted to 26 Degree Slope 6.7 psf WM Project: KIMBERLY WILLIAMS -- Job #: 21-11636 � Date: 8/18/2021 Engineer: DS .. .. M-MO= ipt; ur�ls Wind Speed 137 mph Exposure Category C Roof Shape Gable Roof Slope; 26 degrees Mean Roof Height 11 ft Building Least Width 44 ft Effective Wind Area 19.5 sf Roof Zone Edge Distance, a 4.4'ft Array Edge Factor Length 8.2 ft Controlling'C&C Wind Zone Zone 2 Pressure Equalization Factor,ya 0.68 Wind Pressure P = qh*(G*Cp)*ye*ya qh = 0,00256 * Kz * Kzt * Kd *Ke* VA2 Eq. 26.10-1 Kz (Exposure Coefficient) = 0.85 Table 26.10-1 Kzt (topographic factor) = 1 26.8 (Figure 26.8-1) Kd (Wind Directionality Factor) = 0.85 Table 26.6-1 Ke (Elevation Factor)= 100 26.9 V (Design Wind Speed) = 137 mph Fig. 26.5-113 Risk Category = II Table 1.5-1 q h = 34.6 psf 0.6 * qh = 2036 Zone 1 Zone 2 Zone 3 Positive GCp = -1.50 -2.18 -2.47 0.47 Uplift Pressure = -21.18 psf -30.77 psf -34.89 psf 16.17 psf Uplift Edge Pressure= -31.77 psf -46.16 psf -52.34 psf ! 24.25 psf Attachment Dead Load = 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length = 6,00 6.00 0,00 Max Rail Span Length Edge = 6.00 0.00 0.00 Longitudinal Length = 3.25 3.25 3.25 Attachment Tributary Area = 19.50 19.50 0.00 Attachment Tributary Area Edge = 19.50 0.00 0.00 Attachment Uplift= -378.00 -565.00 0.00 Attachment Uplift Edge= -584 0 0 Fastener = 5/16 inch Number of Fasteners 1' Minimum Threaded Embedment Depth = 2.5 inch Withdraw Capacity Per Inch = 205 lb NDS Eq 12.2-1 Allowable Withdraw Capacity = 820lb lb NDS Eq 11.3-1 820 lb capacity > 5841b demand Therefore OX Embedment Depth Reduction Factor 1 Lateral Force from Gravity loads= 26 lb Attachment Lateral Capacity = 250 lb lb NDS Table 12K 250 lb capacity � 26 lb demand Therefore, OK 3of5 r, Date: 8/18/2021 Engineer: DS ARRAY I PASS w=l67p|f Dead Load 6.7 psf PVLoad 3.0 psY Live Load 18.1 paf Governing Load Comb. DL+LL Note: Attachments may beUnga88eed. Total Load 27.8 psf member s—ize- 6(in^3) |(inwq LumberSp/Gr Member Spacing 2x4 9.19 16.08 SPF#2 @24^o.c. 875 x 125 x 1.5 x 1.15 Allowed Bending Stress =18867psi Maximum Moment =(wLA2) /8 =928.24 ft# = 11138.9 in# Actual Bending Stress = (Maximum Moment) /5 =1212.4psi Allowed > Actual -- 64.3% Stressed -- Therefore, OK Allowed Deflection (Total Load) = Defection Criteria Based onActual Deflection (Total Load) = Allowed Deflection (Live Load) = Actual Deflection (Live Load) = L/180 (E=14OOUOOpsi Per N =0.444in Continuous Span (w*L^4)/(I85*E*|) =U137in = L/584 < L/180 Therefore OK L/24 O.333in («*L^4)/(185*E*|) U.O98in L/889 « L/240 Therefore OK Member Area = 15.8 in A2 Fv (psi) 135 psi (NDS Table 4A) SM v Project: KIMBERLY WILLIAMS -- Job #: 21-11636 Date: 8/18/2021 Engineer: DS r Level Area Weight (psf) Weight (Ib) Roof 2640 sf 6.7 psf 17688 lb Ceiling 2640 sf 6.0 psf 15840 lb 'inyl Siding 763 sf 2.0 psf 1525 lb (7.5' Wall Height) Int. Walls 381 sf 6.0 psf 2288 lb 1 Weight of PV System (Per Sunrun Inc.) 3.0 psf 10% of Existing Building Weight (Allowed) 3734 lb Approximate Weight of PV System (Actual) 1650 lb Percentlncrease 4.4% 3734 lb > 1650 lb, 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. structura ENGINEERS Sunrun|nc 13]Technology Dr, Suhe1O0 Irvine, CA, 9I6l8 Subject: Structural Certification for Installation ofSolar Panels Job Number: 21'lI530 Client: K|[WBERLYVV|LUAK45 802R'863VV|LL Address: 7863 BROAD POINTE DR, ZEPHYR HILLS, FL 33541 Attn.: To Whom It May Concern Afield observation ofthe condition ofthe existing framing system was performed byanaudit team from Sunrun|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 ixsupported by2x4@34"oz. SPF#2atARRAY 1.The top chords are sloped at approximately 26 degree and have a maximum projected horizontal span of 6 ft 8 in between load bearing supports. Design Criteria: • Applicable Codes =Z02UFlorida Building Code, 71h Edidor\45[E 7'16and NDS IQ • Ground Snow Load =0psf;Roof Snow Load =OpsfARRAY I m Roof Dead Load =67psfARRAY 1 • Basic Wind Speed =1]7mph Exposure Category C Asaresult ofthe completed field observation and design checks: ARRAY 1: is adequate to support 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: KZSE|nc Structural Engineers Roseville, CA l478Stone Point Drive, Suite l9O Roseville, CA956dl T 916.961.3960 F 91&961.3965 VY vvwvv.pzse,conn B uMity Tested ID.40032587 t era) al ?�+IY�I +SHOT SPaT FROYEC.T 11{ ' �1TNtNA=gA84E pUAU1'Y ,A." UP TECHNQLOGY Al, Q,ANTUM TECHNOLOGY. LOW LEVELISED COST QP ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.5%, ;. INNOVATIVE ALL-WEATHER R 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 PID ` Technology', Hot -Spot Protect and Traceable Quality Tra.QTM XTR ;t IE WEATHER RATING High-tech aluminium alloy frame, certified for t 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 ARTIVIODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. � APT test conditions according to IECJS 62804-1:2015, method B (-1500V, 168h) 'See data sheet on rear for further infoonafon. THE IDEAL SOLUTION FOR: Rooftop aria✓s 61n ion n residential buildings Engineered in Germany OCELLS MECHANICAL. SPECIFICATION 1740mm x 1030mm x 32mm (including frame) ........ ...._.. .. .. 15 199kg 3.2mm thermally pre -stressed glass with vac min sad min asomm xll5a anti -reflection technology min a,is-rah, ants°asmm Composite film a� g Black anodised aluminium earmm 6 x 20 monocrystalline Q_ANTUM solar half cells asamm 53-101 min x 32-60 mm x 15-18 mm Protection class IP67, with bypass diodes .... ....._. z]Saamm 4mm2Solar cable,(A)>415Gmm,(j>1150mm Stsubli MC4, Hanwha Q CELLS HQC4; IP68IJ ....._ .._... ...... ....., ._..... ....... ........ ... _. .... A. r, nare wa TAIL AI DETAILA 245 mmI��8.5 mrn 32mm ELECTRICAL CHARACTERISTICS POWER CLASS . 330 335 _. _ .. , , ....... ........ 340 345 .. ..... .,...... ..... .....,.. ,. ... .. .... .. .... .... .. ....... .... .. o ",. r ., . ..,.. ., , ...,......., ..... P-1 IW1 ............... 330 .....,....,..... ,. , .. .. ,,... 335 ......_., _... 340 345 �. . , . ,, o (A] 10.41 10,47 10.52 10.58 Voc V] _ 40.15 40,41 �9,97 40.66 40,92 Iv11 [A] 9.91 10.02 10.07� .r.:"'P V,v , IV] 33.29 33.62 33.94 34,25 IN ,18.4 18.7 2:19.0 .... ..... „ °x.3. .. , . .... ... ... ..... . .. .. o . >> _ �._.�..., ,. _._.. Pvp, [W] 247.0 _...... ..._ ... 250.7 ._ _. �.w. 254.5 _ ... .... ,. 258.2 . h "', C. , < , . ... Isc [A] 8.39 $ 43 8.48 8.52 V fV] 3786 3810 38.34 38.59 �.,.,I. P IMRR [A] 7.80 7.84 789 7.93 ... ..... , .. __. ... . ,_... ....... ... ._._ _ .. , VMnn V] ... 31.66 ..,......._. 31,97 , 32.27 ._ 32,57 r Measurement tolerances P„ , 3 A: Isc. Voe t5 % at STC 1000 W/m2, 25±2 °Q, AM 1.5 according to IEC 60904-3 � 2800 W/m2, NMOT, spectrum AM 1,5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98%ofnominal r n ing first year, I hereafter max, 0.54% terpower 0.5 % degradation car year. At least s, of nominal power up to 10 years. At °e - ---- h (east 85 % of nominal power up to 25 years, ao I I i 1 I I I r3 i All data Within measurement toter- �t ;..r�,•_.��. ivh'v>'., fl antes. Full warranties in, accordance with the warranty terms of the '°° 9A° fiO° a" 1a"a Q CELLS sales organisation of your a �a m xo respective country. swv�a roam roe n..d Typical module performance under low irradiance conditions In comparison to STC conditions (25°C, 1000 W/m2). TEMPERATURE COEFFICIENTS a [%/K +0.04 p [%/K -027 „,.,I .,. .. y [//K) -0.36 „., z... or NMOT -- C] 43+3 PROPERTIESOR SYSTEM DESIGN _ ........ ..... .. _ ., , (VI _...__._ 1000 _ _ __..,. ._ ..._ .... __.. a __....... ._... ... Glass 11 (A] 20 a ,, >. ,t C/TYPE2 c, _..,... .__.._.. .. [Pa] �[Pa] . , 3600/2667 40°C +85°C 5400/4006 , Gz,r, 1,00,; , r QUALIFICATIONS t CERTIFICATES PACKAGING INFORMATION VDE Quality Tested, IEC 61215 2016, " sat f<ca O-O IEC 61730:2016. Ti}VRhainbntl data ., „_ .. .. . .. .......... .�. _ ... ...,,.. _, ..... .. „., _, _ .. .,_ ............ 178--- 1080mm 1208mm 673.Skg 28pailets .. _ _ .., _ .._._...__. ._.... 26pallets 32modules DINE 50380mpras with DIN EN eo3eo. with I, L,ri 1815mm 1150mm 1220mm 683kg 28 pallets 24 pallets 32 modules Not®: Installation instructions must be followed. Sea 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 manufaeture theories are packed horizontally or vertically). You can find more detailed information in the document "Packaging and Transport Informalbir", available from Q CELLS- Hamwhe G CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99-23000 1 EMAUL seles@q-ceiis.com I WEB www.q-cells.com Engineered in Germany OCELLS D p 111­� a ai hvi i o i v e Enphase IQ 7 and IQ 7+ Microinverters To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7 MicrytTm and Enphase IQ 7+ Micro'" dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnVoyW , Enphase IQ BatteryTI , and the Enphase Enlighten TM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years. Lightweight and simple Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable Optimized for high powered 60-celf/120 half -cell and 72- cell/ 144 half -cell* modules More than a million hours of testing Class 11 double -insulated enclosure UL listed Smart Grid Ready Cornplies with advanced grid support, voltage and frequency ride -through requirements Remotely updates to respond to changing 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 -cell modules, E N P H A S E ..0 Enphase IQ 7 and IQ 7+ r rr INPUT DATA (DC) IQ7-6 -2-U IQ7PLU-T2-2-U Commonly used module pairings' 235 a 350 f + 235 4 - 440 Vy + Module compatibility 60-cell/120 half cell PV modules 60 nelll120 half -cell and 72 only cell/144 half -cell PV modules Maximum input DC* voltage 48 VC 60 V Pear power tracking voltage 27 Vr . 37 V 27 V - 45 d Operatingrange 16 V - 48 V 16 V - 60 t Min/Max start voltage 22 V / 48 V , 22 V / 60 V Max DC short circuit current (module Ise) 15 A 15 A Clvervoltage class DC port II 01 DC port b ckfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) €Q 2 Mlcroinverter IQ + Microinverter r.Feak outgatst pr�wer 250 VA �25 VA „ Maximum continuous output power 240 VA 290 VA Nominal (L-L) voltagelrange2 240 V i 20 V I 240 V 1 208 V i 211-264 V 183-229 V 211-264 V< 183`229 V Maximum continuous output current 1,0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1,39 A (208 V) Nominal frequency 60 biz 60 Hz Extended frequency range 47 68 Hz 47 - 68 Hz AC short circuit fault current over 3 cycles 5,8 Arras 5,8 Arms Maximum units per 20 A (L. L) branch circuit' 16 (240 VAS} 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Qvervoltage class AC part III III AC past bac kfeed current 18 rnA '18 me, Power factor setting 1.0 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 i'.esk4fr Pen' y .... 11 976% 97,6d% 7.5% 97 .3% C:EC= weighted efficiency 97.0 % 97.3 % 7,0 % 9TO MECHANICALDATA Arn1sIent te'toperaiur' rang'' �i1° tp 4 taSaC Relative humidity range 4% to 100% (condensing) Connector type M 4 (sir Amphenol H4 UTX with additional Q-DCCf-5 adapter) Dimensions (HxWxD) 212 rum x 175 aria x 30,2 smrn (without bracket) Weight 1,08- g (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 I UV exposure rating NEMA Type 6 f outdoor FEATURES communication Power Line, Qo, miaunication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of are Enphase IQ Envoy_ Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the loud -break disconnect required by NEC: 690, Compliance CA Rule 21 (UL. 1741-SA) UL 62109-1, UL17411IEEE1547, FCC, Part 15 Class B. ICES-0003 Class B. CANfCSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shot 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 manufacturers instructions, 1. No enforced DC/AC ratio. See the compatibility calculator at Cm d a �m�tibil2y. 2_ Nominal voltage ranee can be extended beyond nominal if required by the utility. 3. Eimgs may vary. Refer to local requirements to define the number of rnicroinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com C: 20F'0 Enphase Energy .All nglits reserved. Enphase, the Enphase logo, Enphase IQ 7, Enphase IQ 7 -, Enphase !Q Battery, Enphase_Heighten, Enphase iQ Envoy, and other trademarks or Service -gar res are the trademarks of Enphase Energy, no Data subject to c nange. `Z020 08 '12 SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING to 5116'S.S. LAG SCREI EMBED 0 5/16"LAG SCREW 2-117 INTO THE ROOF STRUCTURAL MEMBER I RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL WASHER 0 5/16"S.S. LAG SCREW 2-1/2"MiNIMUM EMBEDMENT WASHER SPEEDTR K 829" Z-V TATE OF OR I FOAM GASKET DETAIL A SPEEDSEAL TRACK COMPLETED INSTALLATION SHOULD BE INSTALLED PARALLEL TO RAFTER SECTION VIEW ROOFING MATERIAL PILOT HOLE CENTER OF COURSE ROOF SHEATHING, UNDERLAYMENT, .. SHE ATHING, MATERIAL (TYP.) t" DESIGNER: D,RYAN SmpNmck- DRAFTER: B.PETERSON APPROVED BY: W-ARBUCKLE TRACK Ibis item has been electronically signed and sealed by Jason Brown, PE on 12fM20 using a Digital 2-1/2"MPH. EMBEDMENTSignature. INTO RAFTER OR Printed "as 4 STRUCTURAL MEMBER this document are not considered signed and sued COMPLETED INSTA=&h a code must be verified on electronic copies. NTS PART NUMBER: DESCRIPTION 17---I SNR-DC-W)043W6 RL UNIVERSAL, ATTACHMENT DETAIL, MOUNT 11121 SPEEDSEAL TRACK ON COMP Digitally Signed: 12122120 1-M EC13007964 r--W.- 1-ML iDESIGNER: (415) SM-692ewl DOMINGO VILLARUEL SHEET MOUNTING DETAIL affix - PAGE SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 10540W DC, 7440W AC • ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) Amendments to 2018 SOLAR MODULES PV-1.0 COVER SHEET • �IIODULES: (31) 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 • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. MP MAIN PANEL PV-3.0 LAYOUT (31) ENPHASE ENERGY: IQ7-60-2-US • RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. 0 PV-4.0 ELECTRICAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY SP SNR MOUNT SUB -PANEL SNR MOUNT &SKIRT PV-5.0 SIGNAGE GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. —1 • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. LC FPV LOAD CENTER CHIMNEY ® INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. ATTIC VENT FS-1 SUNRUN METER C`� • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II PM FLUSH ATTIC VENT DEDICATED PV METER K• ZAc ®®®i PVC PIPE VENT ®®� MODULES, ARE CLASS A FIRE RATED. o N • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL NV F INVERTER(S) 6 METAL PIPE VENT N0.73522 CONDUCTORS ARE THIN ARRAY BOUNDARIES PER NEC 690.12(1). z T-VENT AC • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). Q AC DISCONNECT(S) SATELLITE DISH fA _ �-- !XPTATE ©F 3: • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC._t®®�'�`�.*(® Pam,•**�C~��• F DC DISCONNECT(S) F FIRE SETBACKS • 10.52 AMPS MODULE SHORT CIRCUIT CURRENT. -f-/ltrrrtit`ri� • 16.43 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. GB IQ COMBINER BOX HARDSCAPE 08/19/2021 F_ 7 INTERIOR EQUIPMENT — PL— PROPERTY LINE L_ I SHOWN AS DASHED SCALE: NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER ENGINEER ADDRESS: 222 BUSH ST, SUITE 1400 AZIM AZIMUTH PA49 388J C0 93 CA 94104 VICINITY MAP COMP COMPOSITION EC13007964 DC (E) DIRECT CURRENT EXISTING 5208 TAMPA W BLVD, TAMPA, FL 33634 ESS ENERGY STORAGE SYSTEM FAo0EO EXT EXTERIOR INT INTERIOR CUSTOMER RESIDENCE: MAG MAGNETIC KIMBERLY WILLIAMS MSP MAIN SERVICE PANEL 7863 BROAD POINTE DR, (N) NEW ZEPHYRHILLS, FL, 33541 i9 NTS OC NOT TO SCALE ON CENTER TEL. (813) 750-2733 APN/TMK #: APN: T PRE-FAB PRE -FABRICATED 35-25-21-0150-01500-0190 1 PSF PV POUNDS PER SQUARE FOOT PHOTOVOLTAIC PROJECT NUMBER: 802R-863WILL 1 RSD RAPID SHUTDOWN DEVICE )ercenter CRESTVIEW HILLSTL TRANSFORMERLESS DESIGNER: 415) 580-6920 ex3 TYP TYPICAL T . E ' V VOLTS RAKESH CHANDRA 2tPHYRHILLS'W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET OMPAWY: REV: A 16-08-2021 PAGE PV-10 x ARRAY TRUE MAG PV AREA SITE PLAN - SCALE = 3132" _ V-0" PITCH AZIM AZIM (SOFT) AR-01 26' 181 ° 190' 597.2 (E) GATE (E) RESIDENCE PL PL P_ PL PL PL PL d `ti %vil 11/l//``! * ,No, 73522 ° STATE OF # �® * \ a DO NAL 4 D 08/19/2021 Q ° O_ ° --i J ° 4 a ° Jsunt"un a_ ENGINEER ADDRESS: ❑ 222 BUSH ST, SUITE 1400 SAN FRANCISCO, CA 94104 P: 949-383-0993 EC13007964 PL PL PL PL PL PL PL 5208 TAMPA W BLVD, TAMPA, FL 33634 PHONEO FAX 0 CUSTOMER RESIDENCE: (E) FENCE KIMBERLY WILLIAMS (N) ARRAY AR-01 F 7863 BROAD POINTE DR, ZEPHYRHILLS, FL, 33541 el[Eil CB TEL. (813) 750-2733 APN/TMK #: APN: 35-25-21-0150-01500-0190 PROJECT NUMBER: 802R-863WILL DESIGNER: (415) 580-6920 ex3 RAKESH CHANDRA SHEET SITE PLAN REV: A 16-08-2021 NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE PAGE V-2.0 ROOF INFO FRAMING INFO Name Type Height Type Max Span AR-01 COMP SHINGLE - RLU 1-Story 2X4 PRE -FABRICATED TRUSSES 6' - 7" E 1 OC Spacing Detail 24„ RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 ATTACHMENT INFORMATION Max Landscape Max Landscape Max Portrait Max Portrait OC Spacing Overhang OC Spacing Overhang 6' - 0" 2' - 4" 4' 0" 2' - 0" 11 DESIGN Configuration SNOW LOAD: 0 PSF � I WIN s - � �i yid.' � • * 137 �� NOTES:H 3-SEC GUST. S.S. LAG SCREWS: 5/16": 2.5" MIN EMBEDMENT STRUCTURAL lulu INSTALLERS SHALL NOTIFY — ENGINEER OF ANY u POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING i OS IF ARRAY (EXCLUDING SKIRT) IS WITHIN i BOUNDARY REGION OF AN*,� ROOF PLANE D 4 (EXCEPT VALLEYS), M� 1I � �I NEED HEN �� O B' ADDED AND OVERHANG REDUCED BOUNDARY•CMGREGION I s ALLOWABLEFOLL 11 I i SPACINGIII' I .i ' ON PLANS TO BE REDUCED BM ALLOWABLE OVERHANG I INDICATED ON PLAN TO BE II III (H OF ALLOWABLEATTACHMENT SPACING I INDICATED ON PLANS 31, 1 sunfoun 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 1 ° CUSTOMER RESIDENCE: KIMBERLY WILLIAMS 7863 BROAD POINTE DR, ZEPHYRHILLS, FL, 33541 TEL. (813) 750-2733 _ tgltlll l I t 1!!/® ZAC°�,®®®�® APN/TMK #: APN: 35-25-21-0150-01500-0190 ���®Q°�,LGE��c'•.��'®�� PROJECT NUMBER: 802R-863WILL No 73522 * i = DESIGNER: (415) 580-6920 ex3 STATE OF RAKESH CHANDRA oa ESP. 02/28/2023 SHEET LAYOUT REV: A 16-08-2021 08/19/2021 PAGE P-3. Q METER #: DUKE ENERGY 4414709 UTILITY GRID EXISTING 150A MAIN BREAKER 125A ENPHASE IQ 'ell '�l� %�� (31) HANWHA Q-CELLS: (END FED) (N) AC COMBINER BOX + (} O.PEAK DUO BLK-G6+ 340 MODULES AND WITH INTEGRATED _(±} `ice `t' MICRO -INVERTER PAIRS EXISTING 10A ENVOY BREAKER �--�— 200A 3CX-IQ-AM1-240-3C (31) ENPHASE ENERGY: �— MAIN (N) LOCKABLE IQ7-60-2-US PANEL BLADE TYPE FACILITY —° '— AC DISCONNECT JUNCTION BOX OR EQUIVALENT {1 }BRANCH OF (16} LOADS 3 3 2 1 MICRO -INVERTERS [A] — -- 0 ___0 ' — —°'— —" MICRO -INVERTERS [B] FACILITY GROUND SQUARE D 20A BREAKER [A] (N) 40A — PV BREAKER AT DU222RB 20A BREAKER [B] OPPOSITE END 3R, 60A,2P OF BUSBAR 120/240VAC CONDUIT SCHEDULE # CONDUIT CONDUCTOR. NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q CABLE BRANCH NONE (1) 8 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 8 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 MODULE R HANWHA !► i1 P f • ai 'i OPEN CIRCUIT VOLTAGE:40.66 MAX POWER VOLTAGE: 9 SHORT'" i �� ttttittitl�/°! AGEN cticap'®., `N0. 73522 STATE 4F EX(. 02/28/2023AL OW ® ttflttltt�` �- 08/19/2021 Masi ' i • LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2019: 690.13(B), NEC 2017: 690.13(B) .! NOT RELOCATE THIS 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: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c), NEC 2017: 705.12(B)(2)(3)(c) DUAL .! + 1 SOURCES: GRID AND PV SOLAR ELECTRIC 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) ml LOCATION: LABELAC D!PHOTOVOLTAIC! INTERCONNECTION. PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54 LABEL LOCATION: INSTALLED WITHIN S 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 El SWITCH 3 i HAZARDSHOCK IN THE s. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): CEC 2019: 690.56(C)(1)(a), NEC 2017: 690.56(C)(1)(a) 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. No.73522 5CP** ESTATE OF r 0 * ,..,,�j, *• fir: 08/19/2021