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HomeMy WebLinkAbout19-20675 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 20675 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:20675 Issued: 1/16/2019 Address: 5632 5TH ST Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 16,970.80 Total Fees: 255.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 255.00 Date Paid: 1/16/2019 Parcel Number: 11-26-21-0010-03100-0210 CONTRACTOR INFORMATION OWNER INFORMATION- Name: VIVINT INC Name: GOODELL, RENEE JUDITH Addr: 4931 N 300 W Address: 5632 5TH ST PROVO, UT. 84604 ZEPHYRHILLS FL 33542-3406 Phone: (877)479-1670 Lic: Phone: 863-224-8494 Work Desc: INSTALLATION ROOF MOUNT SOLAR SYSTEM APPLICATION FEES ELECTRICAL FEE 165.00 BUILDING FEE 90.00 INSPECTIONS REAUIRED ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL / V I� 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 such 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 permits 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 and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. %7 CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date R...hred phone Contact for Permitting 813 359 ..0634 Owner's Name Renee Goodell Owner Phone Number 1(863)224-8494 I Owner's Address F5632 5th St,ZephyrhillS, FL 33542 Owner Phone Number Fee Simple Titleholder Name qWner.Phone Number Fee Simple Titleholder Address JOB ADDRESS [(5632 5th St, Zephyrhills, FL 33542 LOT 9 21-22 SUBDIVISION PARCEL ID 1-26-21-0010%-03100-0210 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE = SFR = COMM OTHER I Tntflation ofsolar panels TYPE OF CONSTRUCTION = BLOCK Q FRAME Q STEEL = DESCRIPTION OF WORK Installation of a roof-mounted (solar)photovoltaic system BUILDING SIZE So FOOTAGE Rj= HEIGHT [�BUILDING I' C)- VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ii.� o,9 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING 1$ Q0 C it fi, =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER YA I/ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ... . . . . . . . . . . . . . . . . . F F1 6UK- BUILDER COMPANY SIGNATURE (I & Pk-f TIV �D IF Y/ N FEE CURREN I Y/N Address -4a License# ELECTRICIAN COMPANY Ftj-r JJ1 Sf)LAfZ D�EX F_f VT lopr U SIGNATI. REGISTERED I (Yy N FEE CURREN I YIN Address 151100 W. HANWA &\)F-. License 9 JEC 1 0 0 U-7(A 6 PLUMBER COMPANY = I SIGNATURE REGISTERED I Y1 N FEECURREN YJN Address License# MECHANICAL COMPANY = SIGNATURE REGISTERED I YIN FEE CURREN Address I License# OTHER COMPANY = SIGNATURE F REGISTERED I Y/ N FEE CURREN Address License# IIIIIIIIIIIIilllllltllllllllllllllllllllllllltllltlllllllllllllllll 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 vd Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge 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. Omer&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AtC Fences(Plott$urvey/Footage) Driveways-Not over Counter I on public roadways..needs ROW . ' 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'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 job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO TEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE.OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO Subscribed and sworn to(or affirmed)before me this Subscribed and or f e e this by b Who is/are personally known to me or has/have produced WF�i�/ar�ry sin@ _ own to me or hasihave produced as identification. �L' f+1rW' VVA's' as identification. G Notary Public Notary Public Commission No. Ca m' ion No s Name of Notary typed,printed or stamped Name of Notary r�.fl nt�a+nelif�BC9tI16Br�2, roY FWa sl+rance80040.7018 i IIIIII Illli lliil ii111111i1 l�lli IIIII Illlllllll iUli Ills Ill) 2018213135 Permit No. Parcel IDNoAL26—11— V Q-0 -3 too - 6�! 0 1 2�11148365 R!% 0 00 ..10. NOTICE OF COMMENCEMENT .00 IT. DS. State of Florida County of Pasco 12/19/2018 K. C. , Dpty Clerk THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information Is provided in this Notice of Commencement 1 Description of Property. Parcel Identification No. S-H-1 C Street Address: 2. General Description of Improvement Installation of a roof-mountedtr&ar photovoltaic system PAULA S.OINEIL,Ph.D.PASCO CLERK & COMPTROLLER 12/19/2018 03 55 m 1 of 1 3. Owner Info tiflon or Lessee information if the Lessee contracted for Me improvement: �J . OR BK .983 PG 2790 6_+ - " �R12" _EIV Address City State Interest In Property: Name of Fee Simple Titleholder. (if different from Owner listed above) Address city State 4. Contractor. Vivint Solar Develop er,LLC Name 5100 W Hanna Ave Tampa FL-33634 Address Ciiy State Contractor's Telephone No.: (8 13)359-1228 S. Surety. Name Address city State Amount of Bond: $ Telephone No.: 6. Lender. Name Address city Stara Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address city State Telephone Number of Designated Person: S. In addition to himself,the owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of co at payment to e contractor,but will be one year from the date of recording unless a different date is specified):_ 7 th 71M WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE IF YW-YOUR NOTICE OF COMMENCEMENT. Under penalty of%rdiariadeclare that I have read the foregoInC�ce:;7e�' at t� n true best of my =dge STATE OF FLORIDA COUNTY OF PASCO Sign dlurd-61'trwffeFor-Ces a or own Officer/ atoriPartner/Man ger re Signatory's Tifle/Office The foregoing instrument was acknowledged before me this day of_0�1+_'20!8 by an —(type of authority,e.g.,officer,trustee,attorney in fact)for -(name ofrMb7atf of�h I tram --cuted). rs Peonally Known[I OR Produced a ccatio Notary Signature Tj rMa P.,I 0'es, Type of Identification Produced Name(Print) lei) 6 -------------- OFFICIAL SEAL � NOTARY PUBUC STATE OFWESTVIRGINIA AshlaYwalker The UPS Slots 3501 MacCorkle AVS SE I Charleston,WV 25304 1 my Commission Expires October 24,2022 1 vwpdiitaibcstnoticecommencement_pc053048 ------__________------------------ STATE OF FLORIDA,COUH T Y OF PA CO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WIT SS MY HAND D OFFICIAL SEAL THI In god-we rru;r DAY OF 2 PAU IL, LER COMPTROLLERS B DEPUTY CLERK .���� 813-780-0020 City of Zephyrhills Permit Application Fax-813.780-0021 Building Department 813 Date Received 511, Phone Contact for Permitting 359 0634 Owner's Name Renee Goodell Owner Phone Number 224$494 Owners Address 15632 5th St,Zephyrhills, FL 33542 Owner Phone Number Fee Simple Titleholder Name —j Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 56732 5th St, Zephyrhills, FL 33542 LOT# 21-22 SUBDIVISION PARCEL 10#1 11-26-21-0010-03100-0210 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL 8 REPAIR PROPOSEDUSE = SFR o COMM = OTHER msmoatlonotsderpanets TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK Installation of a roof-mounted(solar)photovoltaic system BUILDING SIZE I I SO FOOTAGE 441 HEIGHT [ � i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDING IJ$ 3,�,-330. VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ ( C) AMP SERVICE PR OGRESSENERGY = W.R.E.C,Vq =PLUMBING 1$ < =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION QO =GAS ROOFING F-1 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES N . . . . . . . . . . . . . . . . BUILDER COMPANY == SIGNATURE REGISTERED I Y/N FEE CURREN LILN J Address I License# ELECTRICIAN COMPANY L�—u stxkk SIGNATUR:� REGISTERED I IYY N FEE CURREN I Y/N Address 15100 W. HANWA LAVE. License#FE650OU-74 6 PLUMBER COMPANY = SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# i MECHANICAL COMPANY SIGNATURE REGISTERED I Y1 N FEE CURREN Y/N Address License# OTHER COMPANY = SIGNATURE REGISTERED I Y/N FEE CURREN Address License# m h City of Zephyrhills �. BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 it Date Received: Site: _ (, Ct%�• ��-~— 1 Permit Type:1ar- Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. { JAN 1 K vin 1 —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) • 1 CORPORATE ADDRESS vivintSolar- 1800 LEHTON 84043 LEHI,UT 84043 (801)216-3927 BUILDING VALUATION DATA SHEET VIVINT SOLAR'S CUSTOMER SERVICE#: S-5993120 CUSTOMER'S ADDRESS: 5632 5TH ST,FL CUSTOMER'S UTILITY COMPANY: DukeFL CUSTOMER'S UTILITY ACCOUNT#: 08450-83301 PHOTOVOLTAIC SYSTEM INFORMATION DESIGNED MODULE MODEL: JINKO SOLAR JKM31OM-60BL NUMBER OF MODULES: 25 DESIGNED INVERTER MODEL: SE760OH-USOOONNC2 NUMBER OF INVERTERS: 1 TOTAL INVERTER OUTPUT(W AC): 7,60OW AC TOTAL SYSTEM SIZE(kW DC): 7.75kW DC TOTAL SYSTEM SIZE(kW AC): 7.6OkW AC CUSTOMER'S ESTIMATED PRODUCTION(kWh): 5752kWh TOTAL PERMIT VALUATION (INTERNAL BUILDING&ELECTRICAL E)(PENSES) EQUIPMENT/$ PANELS T0.51 INVERTERS €0.25 RACKING T0.15 BALANCE OF T012 OTHER(TAX, f0.09 PER WATT. SYSTEMS FREIGHT,ETC.) EXPENSES: $3,952.50 $1,937.50 $1,162.50 $930.00 $697.50 TOTAL EQUIPMENT EXPENSE: $8,680.00 $1.12 PER WATT LABOR&OVERHEAD*: $8370.00 f1.08 PER WATT TOTAL EXPENSE: $17,050.00 $2.20 PER WATT ELECTRICAL VALUATION BREAKDOWN EQUIPMENT/$ PANELS $0.51 INVERTERS $0.25 RACKING Z0.00 BALANCE OF $012 OTHER(TAx, $0.09 PER WATT. SYSTEMS FREIGHT,ETC.) EXPENSES: $3,952.50 $1,937.50 $0.00 $930.00 - $697.50 TOTAL EQUIPMENT EXPENSE: $7,517.50 $0.97 PER WATT LABOR&OVERHEAD*: $6,122.50 Z0.79 PER WATT TOTAL EXPENSE: $13,640.00 $1.76 PER WATT BUILDING VALUATION BREAKDOWN EQUIPMENT/$ PANELS Z0.00 INVERTERS Z0.00 RACKING $0.15 BALANCE OF z0.00 OTHER(TAX, it0.00 PER WATT. SYSTEMS FREIGHT,ETC.) EXPENSES: $0.00 $0.00 $1,162.50 $0.00 $0.00 TOTAL EQUIPMENT EXPENSE: $1,162.50 $0.15 PER WATT LABOR&OVERHEAD*: $2,247.50 Z0.29 PER WATT TOTAL EXPENSE: $3,410.00 $0.44 PER WATT 'OVERHEAD INCLUDES.VEHICLES,FUEL,TOOLS,WAREHOUSE RENT,INSTALL MANAGEMENT,PROCESSING,SYSTEM SURVEY&DESIGN,INSURANCE,ETC. ALLOCATED ACROSS ALL SYSTEMS. r ® 1800 W Ashton Blvd r TM Lehi, LIT84043 vlvl`nt, ;�olu electricianlicensinwwwvivintsolarvintsolar.co,om . Phone:801-845-0286 1 Fax:801.765.5748 January 16, 2019 To Whom It May Concern: I,the undersigned licensed contractor, authorize my employees, named below,to act on my behalf on the performance of the actions listed below: Catherine Russo Ashleigh Janssen James Quillen Charles Parks Frank Colaianni Sierra Reece Approved Actions: Act on my behalf on any and all matters and dealings including signing plans, paying for/picking up plans/permits, obtaining business licenses, etc. within the City of Zephyrhills. For questions concerning this authorization, please contact me directly by email at electricianlicensing@vivintsolar.com or by phone at 801-845-0286. Best regards, :State of _Utah_ County of:%A l _ - . = Subscritied;aMd sworn to before me this l '^aay..of,o�4lUu in'ahe y 2- Cody Oram _ State Contractor License#EC13006740 Jane L e�Hadf is .?,Notary P.,u,- lic Exp: 08/31/2018 My Commission Expires Oct:28,2020 C: 801-369-4950 0: 801-845-0286 JANEE LYNETTE HADFIELD Notary Public ' 1e jti " State Of Utah My Commission Expires October 28,2020 "' COMMISSION#691767 s ® I Ashton Blvd. viva '1t. 1800 W hi, UT 84043 Structural Group J. Matthew Walsh, SE, PE Senior Structural Engineering Manager james.walsh@a vivin tso lar.com December 07, 2018 Re: Structural Engineering Services Goodell Residence 5632 5th St, Zephyrhills, FL S-5993120; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Residence: The existing residence is typical wood framing construction with metal roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components and consists of the following: • Roof Section: Dimensional lumber - 2x6 at 16" on center. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 7.13 PSF= Dead Load (roofing/framing) 2.59 PSF= Dead Load (solar panels/mounting hardware) 9.72 PSF=Total Dead Load 20 PSF= Roof Live Load (based on local requirements) Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) C.Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. If, during solar!panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. • EcoFasten, Solar Installation Manual, which can be found on the EcoFasten Solar website (www.ecofastensolar.com). 2. The solar panels are 11/2" thick and mounted 41/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6" above the existing plane of the roof.The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all mount types indicated above. Page 1 of vivant® I Page 2 of 2 The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered,where possible,to distribute load to adjacent;members. Modules in Lands cape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 24 24 24 24 24 24 Max Uplift Load Ibs 335 267 247 566 451 417 Based on the above'evaluation, with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida Building Code- Residential 6th Edition, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. ��I1111 Ilr�iii �Regards, J. Matthew Walsh, SE, PE * N 84. 'y FL License'No. 84923 STATE OF ; i 0 • � � ON I/I11111 12/07/2018 i ivi n �® s v'v' t ' 1800 W AshtonBlvd. Lehi, UJ 1 84043 Structural Group J.Matthew Walsh, SE,PE Senior Staxturai Engineering Manager james.walsh@vyvintsofar.com Structural Analysis'Report Project Address Date: December 7,2018 Goodell Residence 5632 5th St Zephyrhills,FL i S-5993120 Residence Roof Area 1448 sf Upper Floor Area 0 sf Number of Stories 1 Type of Construction Wood-Framed with Rated shear panels Mean Roof height 15 ft Upper Floor height 0 ft Location Parameters i Latitude 33.841 Longitude -117.85 Site Class D Risk Category II Seismic Parameters SS = 1.50 g 0.2 sec Spectral Response Acceleration S1 = 0.55 g 1.0 sec Spectral Response Acceleration Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1 Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS = 1.00 g Short Period Design Spectral Acceleration SDt = 0.55 g I Second Period Design Spectral Acceleration Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 15.7 deg Product Information �oI11I No.of Panels 25 \ �.��HE W Weight 2.59 psf including mounting system \�� V\G e N SF•, �� i�� 'Installed Area 439.6 ft2 , y * Ng 84�213 + = No.of Connectors 45 Summary / STATE OF /A/ Mexisting= 559.86 lb-ft .i 0�' P. '��- -, i, FOR1O , G Mnew= 200.601b-ft ��/ass ONAi 1\\ I2/7/2018 Total Stress Due to New Gravity Loads is less than Existing Loads. OK Page 1 of 3 VIVIVI to r = Existing Structural Elements Carrying Gravity Load 2015 International Existing Building Code Section 807.4 2015 International Residential Code Section A.1501.4 2017 Florida Building Code-Residential 6th Edition,Section A.1104.1 Existing Roof Dead Load Roof Live Load 2 psf Metal 20 psf 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 16 in.o.c. Ground Snow Load 0 psf Ceiling,Mechanical,Electrical 0 psf 1 psf Miscellaneous 7 psf TOTAL Wall Dead Load 8 ft Wall Height 300 ft Wall Length 12 psf Wall Weight Additional Roof Dead Load Roof Live Load with Solar Panels 2.59 psf Solar Panel Weight 0 psf Total per Rafter Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing 36.18 plf Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing 12.96 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -64.17% Total New Gravity Loads are less than Existing Loads.OK 2015 IEBC Section 807.4 states: "Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code requirements.EXCEPTION 1.Structural elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent." 2015 IRC Section AJ501.4 states: "The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous condition is not created. Structural elements that are uncovered during the course of the alteration and that are found to be unsound or dangerous shall be made to comply with the applicable requirements of this code." 2017 Florida Building Code-Residential 6th Edition,Section AJ104.1 states: "Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive reconstruction shall not be required to be evaluated." Page 2 of 3 ;v; , Wind Uplift Simplified Procedure for Componenets and Cladding ASCE 7-10,Section 30.5 V= 145 mph Basic Wind Speed Exposure D ASCE 7-10,Section 26.7 A = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 15.7 deg sanchor= 48 in Horizontal spacing of roof anchors At,;b= 12.80 sf Panel Area tributary to each roof anchor Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1 31.5 psf 49.1 psf 89.3 psf Pnet=AKvPne,60= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2 Use 46 psf Use 72 psf Use 131 psf Connection to Existing Roof Framing F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired Amb= 12.80 ft< DLpa1el= 2.59 psf Zone 1 Zone 2 Zone 3 WnPhe= 46 psf 72 psf 131 psf Peas=F.S.x A,rib x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -335.21bs -267.21bs -246.9lbs Connection Capacity db= 5/16 in Lag Screw diameter Dpen= 2.50 in Lag Screw penetration into existing framing member Southern Pine Species of wood framing Co= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 Ct= 0.7 Temperature Factor,NDS Table 10.3.4 W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1 W'=Co x C,x W= 263 lb/in Adjusted withdrawal value Panow=Dpen x W,= 657 Ibs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 335 lbs 267 lbs 247 lbs Max Load=0.510 OK CAPACITY= 657 lbs 6571bs 657 Ibs Page 3 of 3 'vi t® c ' www.jinkosolar.com ®n1<® PERC ✓' : ,` Eagle PERC 280-300 Watt MONO CRYSTALLINE MODULE t I ' I Positive power toleranceof 0 - I i 1 KEY FEATURES 4 Busbar Solar Cell: 4 modules solar cell adopts new technology to along it p perfect efficiency P modules,offers a better aesthetic appearance,making It ertect for rooftop installation. High Efficiency: Higher module conversion efficlency(up to 18.33%)benefit from Passivated Emmiter Rear Contact(PERC) technology. OAnti-PID Guarantee: Limited power degradation of Eagle module caused by PID effect Is "•flD guaranteed under 60'C/85q RH condition for mass production. ��■ Low-light Performance: Advanced glass and solar cell surface texturing allow for excellent .awu°xr performance in low-light environments. 4444 Severe Weather Resilience: 2400 a P' Certified to withstand:wind load(2400 Pascal)and snow load(5400 Pascal). 5100 Pa Durability against extreme environmental conditions: arsra7wr High salt mist and ammonia resistance certified by TUV NORD. i LINEAR PERFORMANCE WARRANTY s� r f 10 Year Product Warranty 25 Year Linear Power Warranty •IS09001:2008 Quality Standards •IS014001:2004 Environmental Standards linear performance warranty •OHSAS18001 Occupational Health 8 Safety Standards c 100% 97% Aac!!tl Standard performance warranty cs% °nal value fr°m ulnk C UL US 90% °Sorar•spr1ear CE wa?enr LISTED d y d , 80.2% ' m a years 1 5 1'2 25 r , a - M:0.5 S12-2 Current-Voltage&Power-Voltage Temperature Dependence a. : Curves(290M of Isc,Voc,Pmax i m -ero ,ea a too 3 140 io so P 9 o i uo _V11 rs� W 5 ro F max z --- 50 Z ao I ti, o - u y AJ 0 s I0 is N 25 30 35 ,0 +H+, Front Side Back ->o -zs o ]5 50 75 :ea Vcltage(v) Cell Temperature(`cl Mechanical Characteristics, -� Cell Type' Mono-crystalfne PERC 156x156mm(6,inch) ,' e �� No.of cells - - - 60(6x10)— a, l ensions _ -1650x992x40mm(64.97x39.06x1.57 - - u � Weight 19.0 kg(41.91bs.) 3.2mm,High Transmission,Low Iron, Front Glass AR Coating Tempered Glass, `Packaging Configurations� �_- e^— Frame - - Anodized Aluminium Alloy - -J (Two boxes=One pallet) ,- IP67 Rated-- - -�� 25pcs/box 50pcs/pallet,700 pcs/40'HQ Container- -� _ Output Cables 12 AWG,Length:900mm(35.43 inch) Fire Type - Type SPECIFICATIONS Module Type JKM280M JKM285M JKM290M JKM295M JKM300M 01C NOCT STC -NOCf` STC r NOCT - STC -NOCT STC NOCT~ _� Maximum Power(Pmax) 28OWp 209Wp 285Wp 212Wp 29OWp 216Wp 295Wp 220Wp 30OWp 224Wp 'Maximum Power Voltage(Vmp) _ _ 3t8V_29.8V - 32.OV_ 30.OV 32.2V _ 30.2V 32.4V- 30.4V�_32.6V 30.6V --� Maximum Power Current(Imp) 8.B1A 7.01A 8.91A 7.07A 9.02A 7.15A 9.11A 7.24A 9.21A 7.32A Open circuit Voltage(Voc)� 39..OV 36.2V 39.3V' .36.4V 39.5V .36.6V 39.7V 36.8V 40.1V• 37.OV, Short-circuit Current(Isc) 9.43A 7.62A 9.50A 7.72A 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A Module Efficiency STC N ------__--_-- 17.11%-_-_`-_-,17.41% ^-_ _a 17.72% _ 18.02% Operating Temperature(°C) -40°C-+85°C 1000VDC(UL) Maximum series fuse rating _ 15A Power tolerance - 0�-+3% Temperature coefficients of Pmax -0.39%I°C Temperature coefficients of Voc -0.29%/°C Temperature coefficients of Isc 0.05%/°C Nominal operating cell temperature (NOCT) 45±2°C STC: =®:Irradiance 10OOW/m� Cell Temperature 25°C ? AM=1.5 NOCT: _4:Irradiance SOOW/mz 101 Ambient Temperature 20°C AM=1.5 I Wind Speed 1m/s Power measurement tolerance:±3% CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ©Jinko Solar Co., Ltd. All rights reserved specifications included in this datasheet are subject to change without notice. US-MKT-300M v1.0 rev2016 Sol _ SolarEdg e for Single Ph ase l North America eVeEgg. SE30ppFl_ S SE366 S SE�6aoH-U � aN-�S�SE50 QON-US JSE600 � if k R k¢�, � F �� • solar-:.: �� . �"� wove ;y iNamantYA •->'�..•'='d:�>�-1; - fir`^•--r-..,,,.- -' � i,` - f• yy I 1 r f i i ptirnized install on • Specificallydesi atj With "' Record-breaki� geed to work with pow"')'Wave teChn • Fixed volts g efficiency power optimizers of®gY voltage inverter Integrated arc fault for longer strinAV gs UL17415 protection"a " Extr A certified, for and rapid shut ernely small and easyo In Rule 21 grid co down for NEC 2014 an High reliability, to In outd rnplLanCe d 20x per article 1 " Built-in mod U`ithout an aors or indoors 690.1.1 and ule-level y electrolytic capacitors- oors 690.12 Uptional:Reve rnonitori g nue grade data,ANSI C1 ll 2.20 Class 0.5 0 USA-CANADA- t0.5/ 11IU�l�r SOI/iH Ap GERMANY-UK-ttA � � accurac - IL j RICA-POtANO-CZEf,H tY-THE NE THERLANDS-JAPA - y� REpUgllC N-CHIIYI TNA-AUSTRALIA-ISRAEL-PRANCE-gEtGlU - � URKEY-INDIA-gUtGARIA-ROMANIA-HUNGARY-SWEDE,- - www.sOlaredge.us solar=ve Single Phase Inverters for North America SE300OH-US/SE380OH-US/SE5000H-US i SE6000H-US/SE760OH-US SE3000H-US SE3800H-US SES000H-US I SE6000H-US SE760OH-US OUTPUT Rated AC Power Output 0 ....................................................... .........30..0........ 3800 5000 6000 7600 VA Max.AC Power Output 3000 3800 5000 6000 7600 VA ............... ............................... ................... AC Output Voltage Min:Nom.-Max.(183-208.229). ....... ✓........ .........-........ vas ACOutputVoltageM1n.Nam.-Max.(211_240-264).. ........ .......... ................... ........ ....... .........�........�........'�........ ....Vac.... AC Frequency(Nominal) 59.3-60-60.5111 Hz Maximum Continuous Output Current 208V 24 A .. ................... Maximum Continuous Output Current 240V 12.5 16 21 25 32 A ................ ........................ ............ ........... GFDI Threshold 1 A ..................................................... ................................................Yes............................................... ....I....... Utility Monitoring,Islanding Protection, —CountryConfigurable Thresholds INPUT Maximum DC Power ............ .......4650.......I.......5900....... 7750 9300 11800 W Transformer-less,Ungrounded Yes ......................................................... ................................................................................I.................. ............ Maximum Input Voltage 480 Vdc ......................................................... ................................................................................................... .... Nominal DC Input Voltage 380 400 Vdc Maximum Input Current 208V(1) - 13.5 I Adc ........................................................ ................... ................... ................. Maximum Input Current 240V(') 8.5 10:5 13:5 16.5 20 Adc . ..... . ... Max.Input Short Circuit.Current 45 Adc ............... .............................. ................................................................................................... ............ Reverse-Polarity Protection Yes ...................................................... .................................................................................................. ............ Ground-Fault Isolation Detection Sensitivity Maximum Inverter Efficiency 99 I 99.2 ................................................ .......... .............................................. ..................................................................................... .....�..... CEC Weighted Efficiency Nighttime Power Consumption <2.5 W .ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) ................................. ................................................................................................... ............ Revenue Grade Data,ANSI C12.20 Optional131 Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL16996,CSA C22.2,Canadian AFC according to T.I.L.M.07 ....................................................... ...................... .............................................. ..................... ............ Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) ................................................... ............................................................. ............ Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range .0.75-1".'.Co.n.du.it./..114-.6 AWG DC Input Conduit Size/q of Strings/AWG Range 0:75-1" Conduit/1-2 strings/14-6 AWG .......... ........................ .............................. ............ Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6 8 /450 x 370 x 174 in/mm Weight with Safety Switch 22/10 25.1..-1. ./.11....4... 26.2/11.9 Ib/kg .. ....... .......... ........ ................... Noise 25 .. .......<50....... ...dBA ....... Natural convection and Cooling Natural Convection internal fan (user ......................................................... ...................................... reP.laceable ..)....... .. ............ Operating Temperature Range .13 to+140/-25 to+60(4)(.40'F/:40`C option)(') 'F/.0 Protection Rating NEMA 313(Inverter with Safety Switch) lr)For other regional settings please contact SolarEdge support lA A higher current source may beused;the inverter will limit its input current to the values stated j31 Revenue grade inverter P/N:SExxxxH-USOOONNC2 - t't Power de-rating from 50-C Isl-40 version P/N:SExxxxH-USOOONNU4 ro% RoH'S 0 SolarEdge Technologies, - •• i