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HomeMy WebLinkAbout20-1115 r ox11oa�` City of Ze h rhills tY p Y TM.g PERMIT9NUM901W. ~ � 5335 Eighth Street : _ d Zephyrhills, FL 33542 ELCMISC-001116-2020 Phone: (813)780-0020 g ` Fax: (813)780-0021 Issue Date: 12/10/2020 Permit Type: Electric Service Replacement/Misc Property Number Street Address ; 35614 Stella Vast Dr Ownerzlnformat'ion, Permit Information Contractor Information < Name: JOSE PLANAS DALIA MARTINEZ Permit Type:Electric Service Replacement/M Contractor: GREEN ENERGY Class of Work:Add/Alter Residential SOLUTIONS LLC Address: 35614 Stella Vast Dr Building Valuation:$0.00- ZEPHYRHILLS,FL 33542 Electrical Valuation:$30,173.26 Phone: (813)394-9238 Mechanical Valuation: Plumbing Valuation: Y Total Valuation:$30,173.26 Total Fees:$286.31 Amount Paid:$286.31 I Date Paid:12/10/2020 8:25:49AM P.:r,,""°ject,Description INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR PANELS Application Fees Electrical Permit Fee $190.87 Electrical Plan Review Fee $95.44 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. "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 with your lender or an attorney before recording your notice of commencement." 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 OFFICE PE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 12/4/2020 32-25-21-0100-01900-0040 1 Pasco County Property Appraiser Parcel ID 32-25-21-0100-01900-0040 (Card: 1 of 1) rC sif' 00000-Vacant Mailing Address Property Value rPLANAS JOSE RUIZ & Ag Land $0 MARTINEZ DALIA MARIE C Land $23,016 35614 STELLA VAST DRIVE Building $0 ZEPHYRHILLS, FL 335412915 Extra Features $0 Physical Ad s 5b1 VAST DRIVE, Just Value $23,016 ZEPHYRHILLS, FL 33541 Assessed (Non-School Amendment 1) $23,016 Legal Description (First 200 characters) Non-School Taxable Value $23,016 See Plat for this Subdivision School District Taxable Value $23,016 SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B PB 77 PG 079 BLOCK 19 LOT 4 Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) Line se Code Description oning nits ype Price Condition alue 1 0100V LP1-1 SFR OPUD 5,754.00 SF 1 $4.00 1.00 1 $23,016 Additional Land Information Acres Tax Area FEMA Code Neighborhood Code(s) 0.13 30SI -- SLVR Building Information (Card: 1 of 1) Unimproved Parcel Extra Features (Card: 1 of 1) Line t ode IDescription IYear Units alue No Extra Features Sales History Previous Owner: DR HORTON INC Month/Year Book/Page Type DOR Code Condition Amount 09/2020 10187 / 2516 Warranty Deed 01 Vacant $215,500 05/2020 10113 / 2501 Warranty Deed 05 Vacant $263,300 11/2016 9462 / 0384 Mineral Rights or Royalty Transfer 05 Vacant $0 04/2016 9364 / 0688 Mineral Rights or Royalty Transfer 05 Vacant $0 04/2016 9358 / 2585 Mineral Rights or Royalty Transfer 05 Vacant $0 09/2011 8606 / 3376 Warranty Deed 05 Vacant $0 https://search.pascopa.com/parcel.aspx?parcel=2125320100019000040 1/1 813-780.0020 City of Zephyrhills Permit Applicatio 021 Building Departme Date Received (>7 1 �� Phone Contact for Permitt g —11 1 i"llllli Owner's Na Y Owner P one umber Owner's Address 1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 �(//]V LOT# SUBDIVISION PARCEL ID# 9— c 7 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED VNEW CONSfR B ADD/ALT = SIGN = = DEMOLISH . INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Vv 1 BUILDING SIZE I I SCI FOOTAGE HEIGHT RRR-RRRi-RRi.Cii-RR"Ri"R"RRR-R]rCR"LXW-LIL Li"R-LZ-C""RR"RRC;iSR-CC"4"ICZR.;;tw-iL-LXILi-itiICLJ =BUILDING $ VALUATION OF TOTAL CONSTRUCTION&,�O „*-5.a ip LECTRICAL $e p� AMP SERVICE ?RIORESS6ENERQ W.R.E.C. / P 111 LUMBING $=MECHANICAL $ VALUATION OF MECHANICAL INSTA =GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURRENJ I YIN Address License# (� PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# MECHANICAL COMPANY p SIGNATURE REGISTERED Y/N FEE CURREN Y/N J Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N P� Address License# litals.11lils.11lllllall.list.agalStanassllll-it/lilitlI as21aliallllls1,.111 (� RESIDENTIAL Attach(2)Plot Plal tion ns;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construc , � Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Slit 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/SIR Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Ali 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:it 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 Blow'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 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$2,600.00 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. CONTT2ACTOR'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"V"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 jab 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 WITH YOUR LE EY BEFORE RE OTICE OF CQMMENCEMENT. FLORIDA JURAT(F. 17.0 ) OWNER OR AGENT CONTRACTOR r nd sw or r d r is scr' nd s to fi de or t -,2— Y by e_p all _ r have produce Is/ e p _ J]�e/ga duced de cation. lad a It n. _y. Notary Public Notary Public Co ssi to. Commissi n No 4/X Name 7 typed,printed or stamped Na a of tary typ ,prin or tamped hNotary Public State of Florida Notary Public State of Florida Brandi Steele Brandi Steele My Commission GG 930404 < My Commission GG 930404 Expires 11/11/2023 �.Qw es hod Expires 11/11/2023 Green Energy Solutions 12/8/2020 To Whom it may concern, I Lm Lbo C11a ontractor for Green Energy Solutions give the following person(s) permission to sign for and pay for permits on my behalf: &-a)nokk Thank You, enisha odrigue License: EC130 471 STATE OF FLORIDA COUNTY OF E0 I,(,�h The foregoing instrument was acknowledged before me this 0 day of 20 0 , by (name of person acknowledging-) X1��1(1Q KIQ' 2.. rlo4ry Public stM of Florid 74; Amber Foes (Seal) Mrcortwt,%$0foo970945 Signature of No Public �i A,M1,e2oza Print, Type/Stamp Name of Notary Personally known: OR Produced Identification: Type of Identification Produced:, 14L� 5— ��� Gp 4 --pf£ Green Energy Solutions gY � ±r °F FRONT OF HOUSE 77' ALL�i� � Y WITH PREVAILING Ground Access Point ii : , CODES FLOP BUILDIN A � � OD:_: NATIONAL ELECTRIC 1 C'RIC CODE, r.., R-2 `.. AND THE CITY OF ZE.PHYRHILL' t ORDINANCES 1+ NCES Utility Meter R=1, "'' -COGEN Disconnect ' ( Located adjacent to Utility meter 3'Access Pathway Inverter Type; Enphase 1Q7 t��t-Y, 'p o Y L 4 11 PV Panel: (24)Ilanwha Q-Cells 330W REVIEW V p DAT - Racking: Iron Ridge Total wattage: 7,920w. C!IY OF ZEPHYRHIL Roof Type: Composition Shingles PLIaP�I E)C,gfy1INER R-2 Wind Load: 7 to 27 Deg #Modules(12) Fastener Type- Use 5116"Din 4.75"Lags Pitch:20° Sheet Index Azimuth: 90' S-1 Cover Sheet/Site Plan o S-2 Detail E-1 One-Line S-1A Mounting Plan General Notes: -Enphase IQ7 Micro Inverters are located on roof behind each module. -First responder access maintained and from adjacent roof. -Wire run from array to connection is 40 feet: 3'-311 _ R-1 Ground Access Point '51i611 ItuTt4 S Ground Access Point #Modules(12) Pitch:20' Layout Subject to Change Based on Site Conditions Azimuth: 1801 Donnie C Green Energy Solutions Godwin Engineering and ............. y ''• 4908 Denver St.Tampa,FL 33619 Godwin Design,LLC 813=641-4880 System meets the requirements ofNFPA 12015 Edition,Chapter 11.12 8378 Foxtail Loop 2020.11.1 6T TO Of jW Install will be done to Manufacturer Spec Pensacola,FL 32526 8F'TOp O' Meets All Editions of Florida Fire Prevention Code 6th Edition Customer Info: D.Chad Godwin,PE ®Legend Chad a� odwincn com 15:1�'15 _ ® Chimney @g g• _K b First responderaecess feZ Satellite '00'06-�K��� �a ® � Utility Meter o Vent Pipe Represents all Fire Clearance Ist Responder Access Dalia Cruz Date: 11/18/2020 AT EFPV Disconnect including Alternative methods minimum of 36"unobstructed as per l� Section R324 of the 2015 IRC 35614 Stella Vast Dr. Drawn by: NM 2017 FL Residential Code&FBC,6th Edition(2015 International Residential Code-2nd Printing Zephyrhills,FL Checked by: modified by the FL Building Standards and Codes 2017 Uniform Code Supplement),2015 33541 Rev#:00 International Energy Conservation Code,City of ZephyrhiIis Code,2014 National Electric Code. Rev Date: Page: S-1 Compass for Aerial Solar Module 3/8-16 X 3//aNJ HEX HEAD .6/111 3/6-16 \ FUNCE NU7 \ 3—C/A -r,.Ce.• J a Wlf.` ice;;. .. ..... -•' .7 Ironridge XR-100 General Notes: Install will be done to Manufacturer Spec - L Feet are secured to roof rafters. Donnie C Godwin Engineering and °'�N"° @ 72" O.C. using 5/16" x 4.75" stainless Design, g Godwin °..... steel Lag bolts. 8378 Foxtail Loop 2020.11, ^,1TE OF :WWj Pensacola,FL 32526 1$ "'F' °• ° 'sS10NA�E a - Subject roof has One layer. D.Chad Godwin,PE 15:1841 Chad@godwineng.com - All penetrations are sealed and flashed. '00'06- Roof Section Pitch Roof Rafter and Spacing Overhang Notes: ,, R1-R2 4/12 2 x4 @ 24 O.C. 1211Truss -x Customer Info: Green Energy Solutions Designed as per ASCE7-1 Inverter Type: Enphase IQ7 4908 Denver St.Tampa,FL 33619 PV Panel: (24)Hanwha Q-Cells 330W 813-641-4880 Racking: Iron Ridge Dalia Cruz Date: 11/18/2020 Total Wattage: 7,920W 35614 Stella Vast Dr. Drawn by: NM Modules mounted flush to roof Roof Type: Composition Shingles Ze h hills FL Checked by: no higher than 6" above surface. Wind Load: 7 to 27 Deg P Rev#:00 g Fastener Type: Use 5/16"Dia 4.75"Lags 33541 Rev Date: Page: S-2 SOLAR PV 515iEH'QuE've.WRX TWARNING+ Y/ARNWG, RAPm SXYiROWN —_ DUAL_RSUPPLY INV 11 OUiPYTCONNECTON: pMrw lYMn�N /\ SOURCES ELECTRIC SYSTEM OVERCUDO NOT RIEWDE ICE ;wT II( u(��II HIS Pv SOLAR ELEeTR�aYS SYSTEM ° += MD�� Enphase Output Ckt Per String �e mr.xs"�P"sr. To Overcurrent Protection Device Figure 690.56(C)(1)(a)Label for PV Systems that AC Max Output Current 12 Shut down the array and the conductors leaving the array Enphase iQ Trunk Cable Photovoltaics: AC Max Output Current*1.25% 15.0 Q-12-240 (24)Hanwha Q-Cells 330W Overcurrent Protection A 20 #12AWG THHN-THWN-2 No.of Current Carrying Cond <4 UL 9703 Inverters: Conductor Gauge AWG 10 (24)Enphase iQ7 Micro Inverters Enphase Total Output Ckt Grounding Conductor AC Max Output Current* D 24 2 AWG TFlwN for Home urns order 100' to be bare#8 Awg Circuits: AC Max Output Current 1.25/0 30.0 610 AWO THWN for HRmc nms wer Lou (2)circuits of(12)Modules Overcurrent Protection A 30 (t)Li..' NEMA 3R No.of Current C• i Cond <4 Per Line2 Junction Box ��B AWG THWN Black-Ll Roof Maximum Inverters Per 20A Circuit(16) Conductor Gauge Per AWG 10 WG (I)F.GC Red-L2 NEC LABEL NOTES: Inside@b least 314n Conduit(md on rim) Green-Ground 1. THE WARNING SIGN(S)OR LABEL(S)SHALL COMPLY WITH NEC 11021(B) 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED. Load Side Connection 3. LABELS TO BEA MIN LETTER HEIGH /B'rOF3AND PERMANENTLY AFFIXED. THE Busbar Ratio REQUIREMENTS 200 4 REa u RE u NTS OLABELS SHALLSOLY F CO AUTHORITY HAVINGCIFlC Main Breaker Size 150 JURISDICTION. Bus Rating*1.2-Main Break Size 90 Max Allowable Load Side 90 Load Size Breaker Size 30 Main Service 150A M 200A Bus onnie C Enphase Combiner Box Utility PV AC Disco 30A Non-Fused Disconnect Godwin Engineering and Godwin,,,,`.... "ti''• l Mancal Lcekuble Dlwmna:t Design,LLC c••'a.•NccHaF.... ()-20A Breaker gn o ersso ' 2020.11. Per Circdl ;¢o A Rat 30A 8378 Foxtail Loop STATE==o.. OF,: ; 125A stated 1 p=-,,,F:ytoA:°�a?O• Disconaeet Pensacola,FL 32526 0 •�n 9rONpLE�o` Solarc:ombiner Box U2 D.Chad Godwin,PE 15:19:03 Nx-IQ-AMl-240 Chad@godwineng.com ° '00'06- al0 A WG THWNrate (1)not _ eanWGBcc to 4 teas[3/4-condua Typion Load side connection Pcr 705.12(D)(2)(3)(b) Green Energy Solutions System[meets the grounding requirements of NEC 690.43 Use Matching or equivalent approved breaker if derating 4908 Denver St.Tampa,FL 33619 Including the label below Note: GEC NOTES Customer Info: 813-641-4880 -All w1rLn to meet the 2014 NEC and provide a grounding electrode system rot an g ungrounded system per 690A7(Cj(3). Date: 11/18/2020 In Case of Emergency Call Florida electric codes. GEC must be installed per 250.64 Dalia Cruz NM Inverter Type: 3OA Disconnect GEC must be continuous un-splicedor inescrstbly spliced from Drawn b : Enphase IQ7 Green Energy Solutions inverter Inexi.tingservicegmutdsyvtemnr continuous fromthe 35614 Stella Vast Dr. Checked by: PV Panel: -Type of conduit to be determined says to the existing service ground system (24) Ir6RC is not continuous from the army to the existing service ground ZeTlhyrhills,FL Rev#•00 at 813-641-4880 on Site by contractor, an additional ground system must be provided from Hanwha Q-Cells 330W the arrays to a P J , grounding electrode per 690.47(D) 33541 Rev Date: �+ Total Wattage: Install will be dune to Manufacturer Spec GEC must be min H8 AWG and installed in conduit i age: L'-1 7,920W 12'-611 0 20'-1" I 20'-1" 10'-5" O 40'-211 53'-411 R-1 R-2 # Modules (12) # Modules (12) Pitch: 20' Pitch: 20' Azimuth: 180' Azimuth: 90' Plans satisfy zones FBC-1510.7.1 Install will be done to Manufacturer Spec bonnie C Godwin Engineering and Godwin,_o`!;a.'s�"'.y' Design,LLC N,e„sa 8378 Foxtail Loop 2020.1 1•y9�:l:iAiE°s :WW: Pensacola FL 32526 1$ � 13 D.Chad Godwin,PE 15:19:15 Chad@godwineng.com 1- _ -N 5' F '00'06- Max cantilever is 24" as per manufacturer spec. Max Cantilever=Max Span*Q')=72"*6)=24" Splice Bar 6 Green Energy Solutions Mounts 42 Customer Info: UFO's 58 Inverter Type: Enphase IQ7 4908 Denver St.Tampa,FL 336]9 813-641-4880 Sleeves/End Caps 20 PV Panel: (24)Hanwha Q-Cells 330W Combiner 2 Racking: iron Ridge Dalia Cruz Date: 11/18/2020 Ground Lugs 5 Total Wattage: 7,92OW 35614 Stella Vast Dr. Drawn by: NM Roof Type: Composition Shingles Z h hills,FL Checked by: Meter Main Wind Load: 7 to 27 Deg Rev#:00 Fastener Type: Use 5/16"Dia 4.75"Lags 33541 Rev Date: Page: S-IA -.:-- - '-_'- aSudW. MECHANICAL SPECIFICATION Format 685.406.1.261n Qncled1mg(mra.) (1740.1030.32mm) Weight 43.91bs(19.9k9) Front Cover 0.13In(32rnm)thermally pre-bassstl gloss With anU-reflection technology Bock Co., Compositeflm Fmme Black anodized aluminum - Call 6 x 20 memocrystelline Q.ANTUM solar halt cells Junatlon Box 2.09-3.98 x 1-26-2.36 x 0.89-0.711n(63-101.32-60 x 15-18mm),Protection.[.as IP67,with bypass diodes °'� weummf Cable 4mm2 Solar callo;(r)z4S3In(1150mm),(-)z45.31n(1150mm) Connector Staubll MC4.Amphowl UTX,ReMe 05.0.Tongling TL-CabIo0IS, - JMTHYJM601;IP68or Friends PV2%IP67 �I-vanv..s v.r.. •�I1° acrw=•w=��-I°�•wl.w _�• .' •; . -_ . -. ELECTRICAL CHARACTERISTICS [POWERCLASS .'330 SW 340',,:° - MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+SW/-OW) Pow,r,t MPP• P- w 330 335 340 345 1® QCEllS I E Short Circuit Curronty Iw IA) 30.41 10.47 10.62 10.68 E Opon Circuit Voltage' Vac IV] 4015 40.41 40.66 40.92 �y' soxluuxory Cu-"""Pp eo I,.a (A) 9.91 9.97 10.02 10.07 W ''�••' 'au�nh mac- - Volt.gt MPP V- IV] 3329 33.62 33.94 34.25 a Elticlerrcy' q l%J z18.4 z16.7 z19.0 z19.3 20�19 1 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOTs Power of MPP P- IM 247.0 250.7 254.5 258.2 E Short Circuit Current Im (A] 8.39 8.43 8.48 8.52 OPen Circuit Voltage V. (VI 37.86 3810 38.34 38.59 Currantat MPP I_ (A) 780 784 7.89 7.93 I Plglt0rylBTd perBU/(eCg 0rOO,J0W9r:136S CCJStSr lilg6'er' Voltago of MPP V,.ry iV] 31.66 31.97 3227 32.57 ([1RVJer-JB5S95[.8rid 5 'Memmment tolemaces P„°x3%;Iw Vw±B%et STC:3000W10,25:26C,AM LBG according b IEC 60904-3•rB00W/0,NMOT,spectrum AM 15G O CELLS PERFORMANCE WARRANTY - PERFORMANCE ATLOW IRRADIANCE - ! f[;=W€hTHER4TgL aT _ Auewt9B%1In minalPawardanng ; -- ----- ---- ----- ---- (G5¢ �VAT�,<IL p IQ 1BId9 W BI87P.dt GT,UPB 18fW1 fret ar.Thercalter max.0.64% a �° calCeD11;ex -TIg�I6adEernp6raF6relieh9vla deg�wnpary.er.loas,93� ------ DW ?� _-- RIPE FAA_,MA- NG o ----' loar85%of�nammrinnalpmerup1. IEMDU IN RIG R, 26 sra. - --- -----.............. (y� I dR3a'lehii geld fie.t(y with AntLtlU Bad Ahn PTD YPctvwlogytr Adata wlmin measurement Let- a. with g Ho'I`SpaiFWeci:BBdTtatable.0Lr6T1ip"ti8:WW Mrmm Put eWrm oItheQCELLS r. lnos o'getytamuamuG pact �oa,ai.�,c.twrmap , I' Bales organize(nolyour reapactive t �-�- Sl♦�EA _�^�^x ,� camp.r-toIa Senonnaa.n,(25-,ION (nit) mlronem R iy Nr9h°l_�5@ufilL�?i�noyfjarr-le�"•ce(Iif�C�Q�Iigf'js�tl-qA_I comparison toSTCcmdnronsl25'C,S000W/rr� g54gi]P4:AadO'hidload9r4dW.'41't3 grd1ag,1EC; (TEMPERATURE COEFFICIENTS I' Tomperst-CooffielaMofl. a [%/KI +0.04 Tomperaturo CcafficiantofVao p [%/KI -0.27 {' d, rA'RELJABLEINVESTMENTi V _ Temperature CoofRclentolP- y [%/KI -0.36 Noan.1Modu1s OpamBng Tomperoture NMOT ('FI 10935.4(4313-C) �, ,i-» fDc14��i1e1.�i�aefFf�LR:JJa(te�i7(a`nd25•YAe� urtc6rpa'rtormahcc'StierBRtes PROPERTIES FOR SYSTEM DESIGN atom ',q• tp� STAM-O�iCRT--AWT0-00-Lr�T - QL.- Maxknum9 y Volta Vas ga IV] 1000 Safatycla:a u 3 i Y Mazimum Sodoa Fuse Rating [A DCJ 20 Fire Rating - CQEC)/TYPE2(UL) �' Q.RNTf1dLRp�zom4(n�s�nttTt)9ed'eLk{lsQaamDx ' Mex.Doslgn Load,Push/Pulp [Ihs/it'J 75(3600Pe)/65(2667Pe) Permitted Modulo Tomperahro -40'F up to r186°F 1 9htl.irLridV2llVa F:VLAOg SriilFl�;MiT-U'I�47eC�1Roiogy, on Contlnuoue ° �yyy1 Max.Tevt Load,Push/Pull' [Ibs/itrJ 113(5400Pe)/84(4000Pe) Duty (-40'Cupto+85-C) v3ea lnstelletf-Manual � ;�, TjfFLtestcd+�w�d�.ZZwdrc��dl:cJT5628D4s'�201?zfmTLLtlH'(71WQY.R881+� ! �t emu-Anse:a�snca��w�prls�.u�onexaaror�psr QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 1703.VDE Quality Tested,CE-compism,IEC 61215:2016.IEC 61730:2016. Number of Modulo,per Pallet 32 p Appllratien Class 11,U.S.Patent No.9.693.215(solar ta0.$) ' Number o}p,lleta per 63'Traller 28 Number of pollute par 40'HC-Contnlnor 24 g ?NE1DEAL.SO UTIONEJZR: - OVE C E .spy P.IIetDimenal...(L.W.H) 7L5x453x46.91n(1815x1150x1190mm) Pallet Weight 15051bs(683kg) /r\) restu"c'nLti7tLlya Note:Installattlon Imlrucilpl9 muss be followed Seem Installation and op.relltg meMfal or confect aW 1ecMlcal e,rvlCe department for further InlormslWn on eppraved Installation and use onme product. I IEngffleeredinGermany, ( L E'`L 400SpeDCELLncerDI .fad, pecwm cemor Drive,Sulfa 1400,Irvlrre,CA928I8.USA I TEL r1949748-69961 FJOAILInqu1rypusq-ce0ncom I WEB www4celts com/rfa Data Sheet Enphase IQ 7 and IQ 7+Microinverters Enphase Microlnverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-8-US 1O7PLUS-72.2-US/IQ7PLUS-72-B-US Region:AMERICAS _ _ Commonly used moduleirings_pa i _ _ '235 W=950 W+ ,Module compatibility - GO-cell PV modules only - 60-cell and 72=cell PV modules m Mexlmu input OC voltage 48V - -,604 _ r Peak power tracking voltage 27 V-37 V 27 V-45 v I Operating renge I6V=4BV- --.16 V-60V Min/Max start voltage 22 V%48 V' 22 V/60 V The high-powered smart grid ready "Max DCsi,oricircuiid�rrent(moaulelsa)a 15—K Enphase •overvoltoge-class DC port If II 1,p®fe➢ Enphase IQ 7 Micro'and Enphase IQ 7+Micro" ocPon eackQedcurrent aA- oA y dramatically simplify the installation process while PV array configuration l'x Tungroulided array;No additional DC side protection required; Q 7 and IQ 7+ AC side protection requires mox 20A per branch circuit �/�pp�-r/• p� ®p} p achieving the highest system efficiency. OUTPUT DATA,(AC) IQ,7 Mlcrolnverter 10 7+Microinvetter C�AiGsY®'!®�grY 6e1 I Peak output power,-,- _- 250 VA.,: ..' ' `_295 VA. .. .. _. ._ -. .. Part of the Enphase IQ System,the IQ 7 and MaklmU.mcontinuous output power 240 VA 240 VA IQ 7+Microinverters integrate with the Enphase �1,16rriln6l(U)vn1tage/range '24d4/., 20eV) 24OV/ - 2bav/ ,Enphase IQ Batts ` 211.2G4 V. 133229V 271-264W 183-229V IQ Envoy , p ry",and the Enphase Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(2no v) 1.39 A(20a V) Enlighten'monitoring and analysis software. Non,lnai h quency"' 6dlli 6o Hi Extended frequency range 47.68 Hz 47-68 Hz IQ Series Microinverters extend the reliability AC short circuit fault curtenl over 3 cycles, 5 8 Arms ,' S.8 Arms _ standards set forth by previous generations and Maximum units per 2b A(L-L)branch circuity 16(240 VAQ 13(208 VAC) 13(240 VAC) 11(208 VAC) undergo over a million hours of power-on testing, Overvolragu c15ss AC pork IIL AC pore backfeed current 0 A 0 A ! enabling Enphase to provide an industry-leading Power,factofsetting I:Ii: 10 warranty of up to 25 years. Poway factor(adjustable) 07 leading...0.7 lagging 0.7 leading,..0.7 lagging I EFFICIENCY @240 V @208 V @, V @208 V PeakC[Gnfficiency; •.9764� � 976°6.,,, 97.5.?b .97,3,4. CEC.welghled efficiency _ 970`h - •-97-gIN 97.0% 97.0% MECHANICAL DATA "Ambient temperature range,:' . -,,:•l0°Cda+65°G..,,en, _ ,t••,:. . Relative humidity range 4%to 100%(condsing) , Easy to Install Connector type(IQ7;60.2-US t(107PLUS72.2-Us).MC4(ar Amphenul H4 U1x'wi1h additional Q-DCC-S adapter);:. •Lightweightandsim le Connector type(IQ7.60•B•USBIQ7PLUS-72-B-US) Friends PV2(MC4lntermateable). ,i?, • p Adaptors for modules with MC4 or UTX connectors: Faste nstallation with ighter two-wire o MC4:order a Built-in rapid shutdown compliantl(NEC 2014 8 2017)ling I-pr e Ions•(WxHxD),,,.- 1 08 kin 2.385,bmm x 30 2 m2m(without brocke)) I 1 Weight _ -PV2 tga(UTx:order ECA-S20-S25 L. Coaling. " -" -Natural c66Q66n-No fens - - - - - - -- --� t Productive and Reliable - I Approved for wet locations Yes •Optimized for high powered 60-cell and 72-cell*modules I pollution degree e•. ? Pb3' - --�' - ,_ ; •More than a million hours of testing Enclosure - Mass II double-insulated,corrosion ieslsldnt polymeric enclosure •Class 11 double-insulated enclosure �+Environmental,category IUVexposurerating' NEMA"Iype6/.outdoor, - i -� •UL listed FEATURES 1 • ;Communication .Power Llne Communcation(NCCp - - 0Mi.n noting Enlighten Manager and MyEnlighten monitoring options. Smart Grid Ready Dfscahnecting means p D q Installation o,f an Enphase IQ Envoy, ThaG vebeen evaluatsandap rvedbUfousaisteload:breaAandCbr a L Comlies with advanced grid support,,voltage and dls q red b NEC 690. '. I frequency ride-through requirements compliance CA Rule 21(UL 1741-SA), Remotely updates to respond to changing UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B,•ICES-0003 Class B, grid requirements CAN/CSA-C22.2 NO.107.1.01 I � i This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and i Configurable for varying grid profiles NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC Meets CA Rule 21(UL 1741-SA) and DC conductors,when installed according manufacturer's instructions. •The 10 7+Micro Is required to support 72-cell modules. UL 1.Noenforced DC/AC ratio.See the compatibility calculator at httpa-/�/nnhase comieo-us/sgppanrmodule-eompa0hajfy, 2.Nominal voltage range can be extended beyond nominal If required by the utility. 3.Umlts may vary.Refer to local requirements to define the number of mlcrolnvenera per branch In your area. To®more about Enphase offerings,visit enphase.com E N P H AS E- To team more about Enphase offerings,visit enphase.com ENPHASE. 0 201 B Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2018-05-24 WINE I ; . AOkIRONRIDGE XR Rail Family XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes.Each size supports specific Solar 9e ®$Always Sunny design loads,while minimizing material costs.Depending on your location,there is an XR Rail to match. Over their lifetime,solar panels experience countless extreme weather events.Not just the worst storms in years, i� ,�� -- � a'h e but the worst storms in 40 years.High winds capable of � ripping panels fro�a roof,and snowfalls weighing enough to bucklela panel frame. I 5" 1 y XR Rails are the structural backbone preventing . 1 --- — XRio XR100 XR1000 these results.They resist uplift,protect against buckling and safely and efficiently r -n" XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000Ise heavyweight among transfer"loads into the building structure. rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle Their superior spanning capability 1 .._• Y "'ay a no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans up to 12 requires fewer roof attachments, ''%R'°'_ CCc�. GGaa remaining light and economical. maximizing spans up to 8 feet. feet for commercial applications. reducing the number of roof - t � .� � 6'spanning capablllty, 8'spanning eapahlllry 12'sparming capability r�F �v .; t Penetrations and the amount -�' ��:-'^�'-^�, �.,. Moderate load capability Heavy load capability • Extreme load capability .. "�Fi "*•'^a,,., "� Clear&black anodized finish Clear&black anodized finish Clear anodized finish of installation time. :; '. All s ,r `. A Internal splices available Internal splices available Internal splices available Rail Selection The following table was prepared In compliance with applicable engineering codes and standards.Values are based on the following criteria:ASIDE 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. . 4 f t - -_ �. Force-Stabilizing n9 Curve 100 Sloped roofs generate both vertical and tetanal 1 720 _ forces on mounting rails which can cause them None ^'--"- .r to bend and twist.The curved shape of XR Rails - - - - - - is_Speciallydesigned-toincreaseslrength-inbolh_,_-__-........... ____,-___, - 140 ..XR10, XR100_ �XR1000;,^.� directions while resisting the twisting.This unique w"-� - , '{f"'�""'�'rv""-'-. I'• .. - w feature ensures greater security during extreme 160 �� - weather and a longer system lifetime. 100 - �; ` 10-20 140' 160 I 100'. ( 30 160 ; Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 100 v y j N @ 1 'XR Rails are IronRldge offers All XR Rails ere made of 6000-series e-, -40 - - - i�. compatible with a range of tilt leg aluminum alloy,then protected with an 160 • FlashFoot and options for flat anodized finish.Anodizing prevents surface -- --- - -- --- - -r' --- --• „ other pitched roof + roof mounting and structural corrosion,while also providing 50-70 '160 i 'attachments. appllcallons. a more attractive appearance.' -^�- - „m ak�.� c' ; V i?i$= ,'keeeu'''1,�S�C'i, 1.. ., ''-',:,',�t�ii ;'•rn'<d7:%�1.fi++ GODWIN ENGINEERING AND DESIGN, LLC 8378 Foxtail Loop,Pensacola,FL 32526 1 (850)712-4219 1 chad(Ogodwineng.com November 18,2020 To: Zephyrhills Building Department 5335 81h St Zephyrhills, FL 33542 Re: Cruz-Residential PV Roof Mount Installation 35614 Stella Vast Dr. Zephyrhills,FL 33541 Plan Reviewer, This letter is regarding the installation of a new roof mounted Solar PV System on the existing residential structure at the address above.I have reviewed the attachment plan and have determined that the roof mounted PV system is in compliance with the applicable sections of the following Codes as amended and adopted by the jurisdiction: 2017 Florida Building Code 6th Edition,FBC ASCE 7 Min.Design Loads for Buildings&Other Structures Per 2017 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design Wind Speed(V„lt) - 140mph 3sec gust,Exposure Category-B The PV System consist of the modules,railing,and connection hardware.The system will add a dead load of approximately 3 psf to the roof. The existing roof covering is Asphalt Shingle with min.Y2"plywood decking and 2"x 4"roof trusses 24" O.C. The roofing,decking,and roof trusses are in good condition.The existing structure will be adequate for supporting the additional PV dead load and wind loads. The securement method of the PV system is to be flush mounted to the asphalt shingle roof with the Ironridge railing and flashings/attachments.The attachments can be attached up to 72" apart.The mounts should be staggered,where possible,to allow distribution of the design loads evenly to the structure.The mounts shall be installed with a min.5/16"lag screw with minimum 2-5/16"thread length. Please see attached documents and contact me should you have any questions. Sincerely, D.Chad Godwin,PE 81360 �„„111111,,,,1 Exp. 02/28/2021 Donnie C ,,`�A�r.. � .. ...Ok " Godwin No 61360 2020.11 1 V '90 . STATE OF THI9 REM MAS GEENELECTRONICALLY SIGNED AND SEALED GY DONNE CHAD '00'06DATE PRINTED COPIES OF MS DOCU� ARE NOT CONSIDERED SIGNED AND SEALED - ANY ELECTRONIC CAPES BUILDING DESIGN PROPERTIES SYMBOL VALUE UNIT BASIC WIND SPEED V 140 mph Figure 26.5-1C,page 249a ROOF PITCH 9 7 to 27 degrees MEAN ROOF HEIGHT h 15_ it ROOF SETBACK a 4 ft ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE 1 1.00 Figure 30.5-1,pg 347 TOPIGRAPHICALFACiOR r1 Figure 26.8-1,pg 252 EXPOSURE g EFFECTIVE WIND AREA 10 sf ZONE1 ZONE2 ZONE3 VARIABLE DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT REFERENCE:ASCE 7-10 NET DESIGN WIND PRESSURE(UPLIFT) Pn•t30g20.03 -56.2 -83.1 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(DOWN) P-M 20.3 20.3 PSI Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(UP) PRet"P -56.20 -83.10 psf Calculation:P„et"P=T x Kux Pnec3O NET DESIGN WIND PRESSURE(DOWN) Pnet do 20.30 20.30 psf Calculation:P etd.,,=J1x Kux P"et3D DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT DEAD LOAD D 3 3 3 psf SNOW LOAD S 0 0 0 psf DESIGN WIND LOAD W -32.30 -56.20 -83.10 psf ASD DESIGN LOAD(UPLIFT) Pded,r, -22.70 -41.21 -62.05 psf Calculation:Pd®en=D+SQRT(0.6)W(asd) DOWNFORCE CASE 1 Pdedp 3 3 3 psf Calculation:Pdedan=l.OD+1.OS DOWNFORCE CASE 2 Pd,, 23.30 23.30 23.30 psf Calculation:Pdeve"=1.OD+1.OW DOWNFORCE CASE Pdey®, 1 18.23 18.23 18.23 psf Calculation:Pded2D=1.OD+0.755+0,75W DESIGN FACTORS&CALCULATIONS FOR THE USE OF L-FOOT TO ROOF TRUSS DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT MODULE LENGTH C 5.42 ft MODULE WIDTH B 3.33 ft DESIGN LOAD PER MODULE T -410.04 -744.5 -1120.95 Ibs Calculation:T=Area"W DISTRIBUTED LOAD(UPLIFT) w -61.51 -111.68 -168.14p1f Calculation:w=T/B'2•"u"'"e3Z"'s°Gf1OY' DISTRIBUTED LOAD(DOWNFORCE) w 38.83 38.83 38,83 pif Calculation:W=PB/2'ns 1-20111M-I RAIL SPAN BETWEEN ANCHORS POINTS L 1 6 4 2 ft POINT LOAD(UPLIFT) R -369.03 -446.70 -336.28lbs Calculation•R=PLB/2•Am"'2reusrrerrw. POINT LOAD(DOWNFORCE) R 233.00 155.33 77.67 Ibs Calculation:R=PLB/2 aA,...2 r k P-- L-FOOT CONNECTED BY LAG SCREW TO ROOF TRUSS/RAFTER Specific Gravity,Rafter G 0.55 0.55 0.55 Table 11.2A,NDS 2005,page 68(Southern Pine) Min,Dia.of Lag Screw,5/16 D 0.3125 0.3125 0.3125 In Pullout Value of W 306.87 306.87 306.87 Ibs/in W=1800 G3a D"' #of Lag screws 1 1 1 Thread Length Td 2.8 2.8 2.8 In Table L2,NOS 2005 Design Pullout Value per Mount Wt 859.24 859.235 859.2.35 Wt=W•It of tags•Td SAFTEY FACTOR SF 1.33 :1.92 -2.56 Calculation:SF=W,/R(Uplift) xreP a.D.1-1•eR JYmr(mntlww,f) , Ddn1t!<+Tllars-1.b-1 b:arfL r.Mcra"rx rh•roof umr k..ntxu.m:d}na In 7wr nd.Tj...t.b:r.6;,r�no,wd.ge. Dmrnbt I"srlwA raolraee teavF a�tn u tatetd,!mr 1,2,or f emvvna wt5ryr 2 F1ac R-r mvdtndatusa.•ao•a rwwr Hip Reor(7•<0!;27.) C Donnie ;11GENj;,-- . Godwin No 81360 r - ^. tts •, 2020•11 .1 V 13 STATE OF :AIL: OT'•.�� . OiCC Op IV'.GN*` S THIS DEM HAS SEEN ELECTRON y sDWTN nrCsEIOW&DONNIEt]VD G•bre Roo((0 s r) Gable Rtwf(7'<0 S e1') 1 1 G�) AM PFXMO COPSES O mGs DOCIAIIE op 00 oV MDTIESIGNATMIZ NUSDTOEVERIFIEDON ANYEl MONI-FIES 000*1 Qlnte Zonet rid Saner '■ Corner Zones R-k.7r+s llYla'S R.A-Zm•2 iwrv:R:Q'f0 701,ll.,�,.Dar t••a N dtYa+N Oh.tva,r.f?4✓e 4 V�r. ' a I