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HomeMy WebLinkAbout20-771 City of Ze h rh i I Is FLUUIUII tY p Y PERMIT. NUMBER }- 5335 Eighth Street Zephyrhills, FL 33542 BGR-000771-2020 Phone: (813)780-0020 ` Fax: (813)780-0021 Issue Date: 10/00/2020 Permit Type: Building General (Residential) Property Number Street Address 1126 21 0010 04700 0200 5910 18Th Street Owner Information Permit Information Contractor'Information Name: DANIEL HUFFMAN Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 5910 18Th St Building Valuation:$4,290.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$15,200.00 Phone: (813)244-5301 Mechanical Valuation: /� 1 P/lumbin Valuation: VTotal Valuation:$19,490.00 Total Fees:$266.18 Amount Paid:$266.18 Date Paid:10/8/2020 11:27:10AM Project Description- INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR Application Fees Building Valuation Fee $30.73 Building Permit Fee r 61.45 Electrical Plan Review Fee $58.00 Electrical Permit Fee K$116.00 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. co CTOR GNATURE PE IT OFFICE PERMIT EXPI ES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER This space for use by Clerk of the Circuit Court only. NOTICE OF COMMENCEMENT Permit Number: _ O a o0 Tax Folio No. o-.2! —V, ((� — 0 if 700 he undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the IQO lorida Statutes,the following information is provided in the NOTICE OF CONIMENNCCEE IENf.[� -7 (��j\, fL Q Nr, m r' L. Legal Description of property(street address required)t� 1 1 I(�I rl �,� `eJ r l Y ���1�� f �7� Ix .r O Ie~ O y a v"' y ,, W O 2. General description of improvements: Installation of a roof-mounted solar photovoltaic system. I 3a. Owner Name: ' ILN C Owner Address: u 1 O f �� �'� r 14, pS �! A (/�••-r N 1 M 10 3b. Owner's interest in site: I -.sonm t .. fo . L .j 3c. Fee Simple Titleholder(of other than owner) IN tg m m j Address: I�N N cc 4. Contractor Name: Vivint Solar Developer LLC ro Address: 5100 W.Hanna Ave Tampa FL 33634 Phone: (813)359-0634 TVa y o � 5. Surety Name: Amount of bond: Address: Phone: 6. Lender Name: Contact: Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes. Name: Address: Phone Number: 8. In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name: Address: Phone Number. 9. Expiration date of Notice of Commencement(expirat�jon date is one(1)year from date of recording unless a different date is specified). MAIZCIJI IL � LJ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7131PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTYi ANOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC G YO OTCE OFfCOMMaICEMENT. Signature of Owner or Lessee,or Owner's�or Lessee's Authorized Of(icer/Director/Partner/1Vlanager Signatory's Title/Office STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acckno�(]'�e e before me this to day of (� 7 qqq`,, .20 o by Da I)1 e112 IT J r ""'Q, ,as. © n C/{ for_ �h��/ 1 r�Q Dl Pers t Type f I on NOtbtgeiluti6e , 1 Anthony Bartme My CommiWrin GG 963633 % PV Expires 03/01i2024 Signature-Notary Public i Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above (A copy of tiny bond must be attached at the time of recordation of thus Notice of Commmcemmt) Updated 29NOV2012 �NX STATE OF FLORIDA,COUNTY OF PASCO 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 WITNESS MY HAND AN FFICI L SEAL THIS r•.� DAY OF- 2 ne � NIKKI ALVAREZ 0 L CLERK&COMPTROLLER �or�j "'�l�;F DEPUTY CLERK ` °-� Building Department Data Received Phone Contact for Permitting )3 I I A§'� —003 ngle .. . . . . . . . a . . . " . . . . . . Owners Name DAN16WX 14L)EE&ANJ Owner Phone Number ownies Address 5% 9 r'o gr Owner Phone Number tt- Fee Simple Titleholder flarms Owner Phone Number Fee Simple Titleholder Address F- JOB ADDRESS Rq-jo 18-r.4 ,Sj- .176pNqPHt1Af, rt 3j"qj LOTO SUBDIVISION (OBTAINED FROM MWIRMN TAX Nff=4 WORK PROPOSED R NEW OON70 r__7/AODIALT V 1 SIGN r7 0DEMOLISH INSTA LL REPAIR PROPOSED USE Q SFR M I COMM Q OTHER I TYPE OF CONSTRUCTION Q BLOCK El , FRAME Q STEEL = I DESCRUMON OF WORK 1114ST-A1,109MAJ OF OZ66P NiQUAIM6 Pkioiwm-mm —w7A—W�AA)6Z, 9 L(S r97,-f BUIL13ING SIZE SO FOOTAGE HEIGHT �✓ . . . . . . . . . . . . . . ... . . . L. . . .. . . . .. . . .. . . . L13ING j$qj2-q0-VV ! VALUATION OF TOTAL CONSTRUCTION ':2rELECTRJCAL ISPS,200 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUM131kc; i$ 1 1 �� r7MCCHANICAL is VALUATIONI OF MECHANICAL INSTALLATION =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO P(V ER BUILD COMPANY 1t1-rVfAJr BUILDER -S SIGNTUATUREEZ RmsrEREo I Y/ N I FeacuRREN I Y/N AdareasIST 60 W. ►1NIV AYE TP14 PA License#� 061 Ll 6 =01 c FV-rVrN-r 1�(31.14QR bg: Q 85,q ELECMCIM ReM am PANY I YIN I FEECURR8� I YIN I SIGNATURE Add. U.# 1,9 7q�() PLUMBER COMPANY = SIGNATURE REGSTERED YIN I Fimcrui;tman Ljj N_j Address License N MECHANICAL COMPANY SIGNATURE REGISTERED I YIN I FEE CURPZN I Y/N I Address U.# OTHER COMPANY SIGNATURE REGISTERED I YIN I FEECumuaP L_XLN J Address License# RESIDENTIAL Attach(2)Plot Plamx.(2)sets of Building Plans;(1)set of Energy Forms-,R-O-W Permit for new cons"d-, Mlhimumi ten(10)worldng days after submitial-date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivislonsfiarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus ai Ufa Safety Page.(1)set of Energy Forms.R-O-W Pernfitfornew construction. Minimum ten(10)worldng days after submtft data. Required onsits,Construction Plans,Stomwrftr Plans w/Slit Fence Installed, Sanitary Facilities&I clumpster.Site Work Permit for all new projects.Ali commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. i —PROPERTY SURVEY required for all NEW construction. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04."Mo cat I t.Ir". 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 authortdng same OVER THE COUNTER PERM(MNG - (copy of contract required) Rerooft if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Ofivergrays-Not over Counter if on public roadways-needs ROW -e 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 IMPACTAITILITIES 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 8"7 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,wig 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 UEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$Z500.00 or more,I certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Homeowner's Protection Guider 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 car*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,WaterMastewater Treatment I - Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland 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 Protectlon,AgencYAstlestas abatement. Federal Aviation Authority-Runways. 1 I understand that the following restrictions apply to the use of fill: - Use of 1111 is not allowed in Flood Zone'W unless expressly permitted. - if the fill material is to be used in Flood Zone 'A7, 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. i if the fill material is to be used in Flood Zone"W 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 91 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 tol 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 firorn 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 IMPROVEMENT 0 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LEN OR N FORE RECORDING YOUR NOTICE OF COMMENCEMENT. DER -A;M& FLORIDA JURAT(F. .11 3) OWNER OR Q-A,- . 'CONTRACTOR S edol d=( 1�'Z Subscribed and swam to(or affirmed)before me this Y ho Wre n mb dr hiallia�i'rmcidbar Who Islare personally known to me or haafhave produced as Identification. as identification. -_Notary Public Notary Public Commission No., Commission No. Name of Notary type printed or stamped Name of Notary typed,printed or stamped AWL AL 0%1404—A A Notary Public State of Fiords Jame*Quillen MY COMMMon HH 012750 Exjl!M@ 09/25/2024 CITY OF " " BUILDING ZEPHYRHILLSNOTICE DEPARTMENT OF ADDITIOUOR CORRECTION . • NOT REMOVE ADDRESS DATE PERMIT# THIS JOB HAS NOT BEEN COMPLETED.The following additions or corrections shall be made before the job will be accepted. v y 2 f r 1A r-umoj Oil, o u It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE M -E CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve i 780-0020 FOWE-I CTION the installation. OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR City of Zophyrhiffs Permfit Applicatiorl Fax-813-7sa-0021 Building Department Date Received Z r Phone Contact for Permitt1nj.L4i3jchi -O&aq o-noe-Nam- bAiNtEWE 141107LfAN Owner Phone Nunnibera 2 Lf Owners Address sqlo I&T7-1 &r. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1,5g TO T? 7W S T 4C"/-?14LI q N CaS LOT# L% SUBOMSION PARCELID#j j1 1 0 ' 6 14 770 0 - 0 9 0 (OBTAINED FROM PROVERrYTAX NOTICE) WORK PROPOSED NEW ADDIALT SIGN DEMOLISH R 7 INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER I TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL DESCRIPTION OF WORK Fcll b1c — W54olyct) qo Pf;i�mfi BUILDING SIZE SO FOOTAGE' HEIGKT E/9 . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . . . . .. . . . . . . . .. . . =BUILDING S VALUA11ON OF TOTAL CONSTRUCTION No k"y l =MECAJAL I AMP SERVICE Q PROGRESS EN C. =PLUMBING =MECHANICAL 15 VALUATION OF MECHANICAL I ON =GAS Q ROOFING Q :SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY IvEnw (WAq SIGNATURE • REGISTERED YIN I FEECURREN LZIN 510 Ad -VF 0 141, IMAM h License 9 • C seV "r n R SIGNATURE REGISTERED I Y/N FEE CURREN I YIN I Add. Rif 0 61 W- YA6141A a V E. License#1976 fl 06 PLUMBER COMPANY = SIGNATURE REGISTERED Y/N rtmcuRREr, L_yj N Address F- License ffi F MECHANICAL COMPANY = SIGNATURE F REGISTERED I Y/ N I Fee CURREN Address I License 9 OTHER COMPANY = SIGNATURE REGISTERED YIN I FMCURReN LIL Address License# ttittittttttitttitttltttttlttiltlititttttttlittlttltittlttttttttttt 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,Stomwr"Plans w/Bill:Fence installed, Sanitary Facilities&I dumpster,Site Work Permit florsubdivisions/farge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Forms.R-O-W Permit for now construction. Minimum ten(10)working days after submittal data. Required onsits,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I dumpster.Site Work Perrk 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. . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is requined. (A/C upgrades over$7500) dit 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) Remofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Factage) Ofiveways-Not over Counter if on public roadways..needs ROW • r;N r;. A. NOTICE OF DEED RESTRICTIONS The undersigned understand 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. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES i If the owner has hired a contractor or contractors to undertake wads,he may be required to be ficensed in accordance with State and local regulations. It 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 is uncertain which licensing requirements may apply for the intended work,he is advised to contact the Pasco County Building Inspections Division,Contractor Licensing Section,at(727)847-8009. i Furthermore,if the owner has hired a contractor or contractors•he is advised to have the contractors sign portions of the"Contractor Black"of this application far which he will be responsible. If,you as the owner sign as the contractor•you are indicating that you,rather than the contractor,are responsible for the work. If the contractor wishes you to sign as contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. C. IMPACT FEES/UTILITIES IMPACT AND RESOURCE RECOVERY FEES I The undersigned understands that Impact Fees and Resource Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings. The undersigned also understands that such fees as may be due will be identified at the time of permitting. It is further understood that 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,it must be paid prior to permit issuance in accordance with applicable Pasco County ordinances! D. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended) If valuation of work is$2,50o.00 or more,I certify that I,the applicant,has been provided with a copy of the Florida Construction Lien Law- Homeowne/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. E. 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 developmerrL 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 regulabn construction,County codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that�e regulations of other government agencies may apply to the intended work and that it is my responsibility to identify which actions I must take to be in compliance. Such agencies include,but are not limited to: j• • Department of Environmental Protection: Cypress bayheads,wetland areas,environmentally sensitive lands,and water/wastewater treatment. pe • Southwest Florida Water Management District:Wells,g I cypress bayheads,wetland areas,and altering watercourses. • Army Corps of Engineers: Sea walls,docks,and navigable waterways. • Florida Department of Children and Family Services,Environmental Health Unit Wells,wastewater treatment,and septic tanks. • U.S.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 Zane"V." ; • If fill material is to be used in Flood Zane"A,"it is understood that a drainage.plan addressing a"compensating volume"will be .submitted at the time of permitting which is prepared by a professional engineer licensed by the State of Florida. • If fill material is to be used in Flood Zone"A"lin 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 arty area,I certify that use of such fill will not adversely affect adjacent pro erties. If use of fig is found to adversely affect adjacent properfies,the owner may be died 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 goad 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 shag 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 months after the time the work has commenced. An extension in writing,may be requested 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 FAILU5&XQ RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I ND T 0 TAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OMMENC T. SIGNATUR SIGNATURE: O E OR AGE T CONTRACTOR STATE OFI FLORIDA ,�•� n ,A STATE OF FLORIDA COUNTY r�r(�C 1404Q Gt��'� COUNTY The.foregoi i stru an yas ck a edg d before s �1 The foregoing instrument was acknowledged before me this (date),by (date),by (name of person acknowledging),who is p I kno to me or who (name of person acknowledging),who is personally known to me orwho has produced has produced (type of (type of identification)as identification. identification)as identification. Seal: NOTARY Seal: NOTARY �.., ADAM R.MCAULEY k *Notary Public,State Of Florida Commission No.HH 86613 wpdatalbcslfonns/buildingpernitapplicaton_pc93043032 %0;"Omy Commission Expires:1/31/2025 Rev.6/10/15 DocuSign Envelope ID:04EF2483-DF65-4F04-941B-3125806F9E97 vi ' �® 1 1800 W Ashton Blvd. �.-' `�• ' Lehi, UT84043 Structural Group J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown,PE- Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com August 24, 2020 Revised September 09, 2020 Re: Structural Engineering Services Huffman Structure 5910 18th St, Zephyrhills, FL S-6386981; FL-01 To Whom It May'Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 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 Structure: The existing structure has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access, to verify the framing size and spacing. B. Loading Criteria 14.66 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 17.66 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). Page 1 of 2 >� ;; DocuSign Envelope ID:04EF2483-DF65-4F04-941B-3125806F9E97 2. The solar panels are 1'V2' thick. At no time' will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. 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. These spacing requirements apply to all mount types indicated above. 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 Landscape 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 48 48 48 48 48 48 Max Uplift Load Ibs 338 270 250 579 270 250 D. Summary 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. \��II1111lII///�� Regards, Ew�q�cf� J. Matthew Walsh, PE S FL License No. 84923 = * , IN 4 r L/-7 STATE OF DocuSigned by: %�O'� E;-,,-,7AEE820514FE4D2 ///I I!III 11`�� Matthew Walsh / September 9,2020 1 1:01 PM MDT 09/09/2020 This item has been electronically signed and sealed by Matt Walsh using a Digital Signature and date.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 2 of 2 vivt nt. ,S-)1Z�,f&i u a DocuSign Envelope ID:04EF2483-DF65-4F04-941B-3125806F9E97 vi v1 ® .-r ✓I I�i� �' 1800 W Ashton Blvd. Lehi, UT 04043 Structural Group J. Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil Director of Engineering Structural Engineering Structural Engineering james.waish@vivintsolar.com kifk.nelson@vivintsolar.com sam.brown@_vivintsolar.com Structural Design Criteria Project Address Date: September 9,2020 Huffman Residence 5910 18th St Zephyrhills,FL S-6386981 �\Q,��IAEW Residence \�� �.," ��G NSF•,�� i�� Risk Category II y Roof Area 2444 sf clao 14 844, 3Upper Floor Area 0 sf r14Number of Stories 1 STATE OFMean Roof height 15 ft , � O;. & Upper Floor height Oft ��j F �:ctOR10P:""GN�\�� Location Parameters Latitude 28.243578 //S �JI Ila:AL \\\ �1 Longitude -82.17363 Site Class D(Default) DocuSigned by: Risk Category II [7AEEB20514FE4D2Existing Gravity Parameters ... Roof Dead Load September 9,2020 1 1:01 PM MDT 5 psf Composite Shingle 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 24 in.o.c. 3 psf Ceiling,Mechanical,Electrical 2 psf Miscellaneous 15 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 ft Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 1.0 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration S1= 0.034 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 F,= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS= 0.073 g Short Period Design Spectral Acceleration SD1 = 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 3 vivint 'J� ,t DocuSign Envelope ID:04EF2483-DF65-4F04-941B-3125806F9E97 Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 8.0 deg Product Information No.of Panels 30 Weight 3.00 psf including mounting system Installed Area 544.6' g2 No.of Connectors 39 Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 69.32 plf Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 35.32 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -49.05% Total New Gravity Loads are less than Existing Loads. OK 2015 IEBC Section 707.2 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. 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 FBC 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'me _'' DocuSign Envelope ID:04EF2483-DF65-4F04-941B-3125806F9E97 Wind Uplift Simplified Procedure for Components and Cladding ASCE 7-10,Section 30.5 V= 145 mph Basic Wind Speed Exposure D ASCE 7-10,Section 26.7 = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 8.0 deg Sanchor= 48 in Horizontal spacing of roof anchors A,rib= 22.31 sf Panel Area tributary to each roof anchor Pnet3o 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=/\ z P=00= 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 DLpanel= 3.00 psf Zone 1 Zone 2 Zone 3 W„plia= 46 psf 72 psf 131 psf Atrib= 22.3 sq.ft 11.2 sq.ft 5.6 sq.ft Plag=F.S.x A,ib x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -578.7lbs -231.5lbs -107.3lbs Connection Capacity db= 5/16 in Lag Screw diameter DpeR= 2.50 in Lag Screw penetration into existing framing member Southern Pine Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 C,= 0.7 Temperature Factor,NDS Table 10.3.4 W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1 W'=CD x C,x W= 263 lb/in Adjusted withdrawal value PanoW=Dpen x W'= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 579 lbs 2701bs 250 lbs Max Load=0.881 OK CAPACITY= 6571bs 657 lbs 657 lbs Page 3 of 3 'v' . M I� �•a:r;y`tea' *,�ns®larCana ' ",?s",:'.k:�t�• �_• is __...---- density ®�o pEFtC module Ali-'BUCK H 9 37.0 340 3Vit3�'335 134OM5 CSi"-320�32 POWER materials MORE P tion area, pro warranty°n the light absorp n "-,,„., enhanced p * Maximize to 20.16 �0 f 15 anshlP G module efficiency up and wOrkm\ years 3= temperature coefficient(pmax} rrantY* LOW temp 3 ..., vierOutputwa 5 ° C linear p 0.37 b/o = Wattanty Statement. Iq` years ar' .............. --.„, Canadian Solar limited .,,.„.�-' Ilcabte tan ......................... to the apP ................ Q ading tolerance „pccordtng..................................... TIFICATES* Setter sh . MANAGEMENT SYSTEM eER stem entsy5tem uality management sY ana9en' &safetY tat m ationai health is0 9pp1.20' Q dards for envtronmen MORE RE41A$LE ISO 14001:201515tan for occu4 rnationai standar s OHSAS 1 S00v7007!Inte TI_ONer Internal current, PRODUCT CERTIFICATES* erature CE MCS FSV. Ns Florida) lower hot spot temp ypE t ust erformanCe:CEC fisted l allreglon, 1EC612151IEC61730: C627A6:yDE in Sfn t1L 1703 f IEC 61215 P VDE I IE risk limited CSA/IEC 61701 ED2: Cell Crack odule reliability UL1703: Denhance them Take e-waY ConxaaYour 5400 Pa, l tease w toad uP to a* t E o us epts fn eiverf%c cart ntmscats PPlicabieto the t ceaificaxion re9uirem Heavy sn0 u to 2400 P be use d. h......... =1 wind load P As there are dtff oia�sates rePres'ne Producote are ............................ local canadiat e region in which the P viding hI9 products committed to Pro and services to .....LAR INC.is com quality CANAD'IAN SO stem solutions Iter for roducts,solar sY 1 module suPP er 1nslght quality solar P d the\world.NO odule Custom cturer ers aroun in IVA M er and manufa e world custom performance/ ratio erform V project devaeployed around th and P AS leading P ver 3g GW survey. with ••... modules Of solar m ......... ............ since 2001. ....................................• ort@canadiansolar.com lansolar.com. supP liaison Manual. ............................... canad' ation,pleaserefertolnsw .......... Canada.w`^I'N� +for detaJ inform h pnta rio N1t<1 E6. CA Ot NADIAN S AR 1NC' 545 speedvale Avenue West.Guelph, ' ENGINEERING DRAWING(inm) om*-3soMs/I-vCURVES Rear View Frame Cross Section A-x ^ ^ .z `" ___ `. `. 3 = = / . . " ^� " " ` ' . ' ! " Mounting Hole 3 ! , i z � � � � � � = m � " � 15 � ��s=��" �-11 oil 1000=w rc� ' � mmw/w 25-C� °°W/~ °= � `�'� m 400=~ 65-C� -�_992 _ -_- � 200W1* ELECTRICAL DATA| src° MECHANICAL DATA cs1* »zoms szsms uxoms 33sMs 340ms Specification Data Nominal M p cUMono-crystalline Opt.Operating vm o Dimensions 1700"992`35mm Opt.Operating Current Open Circuit Vol s V 44..5 v Weight 1*2k |b Short Circuit C y o 53 A 9.57 A Front Cover azmmtempered glass Module Efficiency 1898% 1927% 1957% 1986% 2016% name Anodized aluminium alloy Operating Temperature *o^c ~os^c M cam^ 4.0...np TYPE 1(uLno3)or Cable Length 1usomm(5s.1in) Module Fire Performance (Including CLASSc Connector T4 series o,n4uTxvrMo4-svo2 Max.Series Fuse Rating 15A Per Pallet so pieces Application Classification Class A Per Container puweno/mance u-+sw -Under Standard Test conditions(STC)of irradiance of 1000 WW.spectrum AM 1.5 and cell temperatu re of 25*C. ELECTRICAL DATA| mMor TEMPERATURE CHARACTERISTICS cs1* szoMs yzsMs aaoMs yssMs 340Ms Specification Data Nominal 251 W Temperature Coefficient oa %I^c Opt.Operating Voltage v 34.1 v 34.5v »«xv Temperature Coefficient Opt.Operating cCoefficient Open Circuit V | Nominal Module Operating Temperature 4*±3^c Short Circuit Cu 63 A 7.66 A rJn A 7.73 *Under Nominal Module Operating Temperature(N MOT),irradiance of 800 WIm"-spectrum AM 1.5,a m bient temperature 20'C,wind speed 1 m/s. PARTNER SECTION ----------------------------------- n°specifications and key features contained in this clatasheet may deviate slightly from our actual instructionsproducts due to the on-going innovation and product enhancement.Canadian Solar Inc.reserves the right to make necessary adjustment to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please read the and installation ""°'"""'"»°"''`"°""'"". i----------------------------------'� CANADIAN SOLAR INC. so5speeuva|e Avenue West,Guelph,Ontario m1x1co'Canada,wwwzanau|anso|accum.,upport@caxauianso/accom Sing le Phase Inverter �I C with H D-Wave Tech nology for North America TI SE3000H-U-S SE380OH-US / SIE5000H-US / SE6000H-US SE760OH-US SE1 OOOOH-US SE1'1400H-US, 12-25 M YEAR solar--- solar=-- see * W Optimized installation with HQ-Wave technology I Specifically designed to work with Extremely small power optimizers I Record-breaking efficiency I Built-in module-level monitoring I Fixed voltage inverter for longer strings I Outdoor and indoor installation I Integrated arc fault protection and rapid shutdown for I Optional: Revenue grade data,ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) I UL1741 SA certified, for CPUC Rule 21 grid compliance solaredge.com solar=ee z / Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US / SE11400H-US OUTPUT Rated AC Power Output 30C•O 3900 @?40V S000 ° @ 240V 76C0 0000 11400 @ 240V VA 3300 5 208V S000 @ 208V 10000 @ 203V Maximum AC Power Output �00,0 32C0 @ 240V 5000 j 60 0 @ 240V 7600 'CC:70 11�00 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nem.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nora.-Max. (183•-208-229) ✓ ✓ ✓ j Uac AC Frequency(Nominal) 59.3-60-60.5t" i Hz Maximum Continuous Output S 16 21 25 12 47.5 A Current @240V Maximum Continuous Output _ j Current @208V 1b 24 j 42.5 A I GFDI Threshold 1 A Utility Monitoring,Islanding?retec:ior.i fes Country Configurable Thresholds INPUT Maximum DC Power•@240V 4650 5900 77S0 9300 i1200 i5500 17650 W Maximum DC Power @208V I I 5100 7750 iS5G0 W Transformer-less,Ungrounded Yes Maximum Input Voltage 380 Vdc Nominal DC Input Voltage 2C »CO Vdc Maximum Input Current@24CVi" I 35 0.5 13.S 165 27 30.S Adc Maximum Input'=urrent @2C8V"I 9 13.5 - 27 Adc Max.Input Short Circuit Current .15 Adc Reverse-Polarity Prote tier Yes Ground-Fault Isolation Detection 600k^Sensitivity Maximum Inverter Efficiency 99 99.2 % C-Er Weighted Efficiency99,9 240V 99 925:@ 208V °a Nighttime Power Ccnsumption < V ADDITIONAL FEATURES supported Communication lnter'acas _'81,Ethernet.Zia Bee(optional),r_ellUar(cpticnal) Revenue Grade Data,ANSI C12.21 Optional") Rapid Shutdown-NE_2011 and 2017 69C.12 Automatic Rapid Shutdown upon AC Grid Ciccr-nnect STANDARD COMPLIANCE _arety 1_17-11 UL17' SA,JU6995, _3A'_22....-3radiar.AFC:ascrdtnc ro Vi-C7 Gnd Conrecncn St=r ate IEEE15-17.Rule 2'.Rule is•,;Hl) Emissions __ S=.r.'� _i3Es 8 INSTALLATION SPECIFICATIONS AC' utput Cordw:_ize 1 AING:arce ",Maximum i 11-6 AWG 1"Maximum/lA-?AWG DC Ineut'_enduit:ize i 3 cr 3,ring-i Maximum i 2,Zrirgs i1-6 AbVG "Maxlmwr r -rrir,s/ _6 A4VG AWG Barge I - - -in-,ensicn_wiir._..T ,/ n; 7.7'<1-1._ .8 /450 x 370 x 17-1 'x 1-1 6<73, ,aC'-=70 x 185 (HxbV::C? _ mm Wei&'l with Safety wi;C _`.'; 1 - _8.3• '7 b!;n. Nclse jBA �:Jllfg Nazur3 'D0eratirO iemCef3LL fe Range -P."Lo+14C;-2c Drotecticn Patina NEMA 1X Inver-er with Safety_when) con:then regional 5-[[inys:;leas?ron[as:mare"'ge su000rt A nigher current sours-•nay:�e used;the-r•:erter will imit'ts:n,rut arrren[:o[ha-•aluas;ZataJ Revenue g,ade In•qrt, ,Pl: .E:`kti�H-U;i qi i,�:PVC m .r rower de-sting iniorrnatinn Beier•o:hGc;;h•,anvsc•iar-aQe.cmait?s,oeraulVfile's?-[emn�r[ur=-der[ing-nn[=na cdf s-=G•:eIs'rn P;N:ic.D-c.r.-�'Si•pUIHNU» O SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SularEdge logo,OPTIMIZED BV SOLAREDGE are trademarks or registered trademarks of SolaiEdge Technologies,Inc.All OOIJ C other trademark ar s mentioned herein e trademarks of their respective owned Date:032019N01/ENG NAM.Subject to change without notice. f0 HS