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Home My WebLink About20-1259 . i City of Zephyrhills PERMIT NUMBER ! r` 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001259-2020 Phone: (813) 780-0020 I Fax: (813)780-0021 Issue Date: 01/06/2021 Permit Type: Electric Service Replacement/Misc Prop�e,Lrty Number Str A eet ddress 1111 04 26 21 0080 00500 0120 36036 Saddle Palm Way Owner Information Permit Information Contractor Information Name: AL RONALD JR &JACQUELINE Permit Type:Electric Service ReplacemenUM Contractor: FREEDOM FOREVER WILLIAMS Class of Work:Add/Alter Residential FLORIDA LLC Address: 36036 Saddle Palm Way Building Valuation:$0.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$22,785.00 Phone: (941)315-1504 Mechanical Valuation: ((/� Plumbing Valuation: Total Valuation:$22,785.00 Total Fees:$230.88 Amount Paid:$230.88 Date Paid:1/6/2021 11:31:03AM Project Description INSTALLATION ROOF MOUNT PV SOLAR W/MAIN PANEL UPGRADE Application Fees Electrical Plan Review Fee $76.96 Electrical Permit Fee $153.92 REINSPE&ION 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. CONTRAC R SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF " " BUILDING ZEPHYRHILLS NOTICE DEPARTMENT 'OF ADDITION OR CORRECTION DOtNOT REMOVE ADDRESS DATE PERMIT:,,, THIS JOB HAS NOT BEEN COMPLETED.The following additions or corrections shall be made before the job will be accepted. tj ire, It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE 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 780-0020 FOR RE-INSPECTION the installation. OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 1 Date Received �8,20Phone Contact for Permitting ( 941 ) 315 1504 t ! iOwnersName AI W Owner Phone Number Owners Address 1 36036 Saddle Palm Way Zephyrhills FI 33541 Owner Phone Number 9413151504 Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 36036 Saddle Palm Way Zephyrhills FI 33541 LOT# 12 SUBDIVISION Silverado Ranch PARCEL ID# 04-26-21-0080-00500-0120 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL DESCRIPTION OF WORK Installation of pv solar panels on rooftop and derating 200A main panel to 175A BUILDING SIZE SQ FOOTAGE HEIGHT +C-ti£"ICi-�C-'<TC-�CCL-CICs«��i-C��S'II7 =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 22785 AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ t G �J F� VI i I / =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER / FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /v" Iff BUILDER COMPANY SIGNATURE REGISTERED I Y/N I FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY Freedom Forever LLC SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# I EC130080ee PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# IIIlllllsoIII was sill7llitlllll1IsaIi Valli llllsiillIlil1Elllllll1lllll 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,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler;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,Stonnwater Plans w/Sill Fence installed, Sanitary Facilities&1 dumpsler.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(far 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) Rercofs 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 5 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 stale 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 YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER QR AN ATTQRNEY BEFORE C FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subs d swo to or bef a th's by V��bY Who is/are personally known to me or has/have produced o s/are personally known ib me oV has/have produ d as identification. �� as identification. Notary Public Notary Public Commission No. Commission o. 1 I S-016-1 Name of Notary typed,printed or stamped Nanl VbMVIe of Notary typed,printed W to KRISTIN WIGGINS .�,"1110", fate of Florida �A "8r�,Notary public-State Commission #! HH 50 yes MY Commission Exp °"� October 04, 1) 4 INSTR#2020216379 OR BK 10240 PG 2787 Page 1 of 1 12/18/2020 10:16 AM Rcpt:2239444 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller THIS INSTRUMENT PREPARED BY: Name: FREEDOM FOREVER FL LLC Address: 2619 CONSULATE DRIVE SUITE Sao ORLANDO FL 32819 NOTICE OF COMMENCEMENT Permit Number: TBD Parcel lD Number Di')''7,.6'Z.(—C d?0—O0j W-0I23 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:(Legal description of the property and street address if available) SILVERADO A-004CH.SUSDIV1510N PEIA56S 69&9A P 75 PG 075 BI-0a( 5 1-0-r lZ Property Address: 01C SADDLE FALIA WAY. ZEPNYMLLS J1 336 1 2. GENERAL DESCRIPTION OF IMPROVEMENT: INSTALLATION OF PV SOLAR SYSTEM RESIDENTIAL 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:_WIU JAM5 4 AL uhjALD 3 R & W(LL I A1N 5, 3A COVELINE Interest in property: OWNER(S)Mailing Address: 36()36 SADp�-� '{ Aa A WAY ZEPHYMiLL-S, FL 3354-I Fee Simple Title Holder(if other than owner listed above)Name:N/A Address:NIA 4. CONTRACTOR:Name:FREEDOM FOREVER FL LLC Phone Number. 888-557-6431 Address: 2619 CONSULATE DRIVE SUITE 800 ORLANDO FL 32819 5. SURETY(If applicable,a copy of the payment bond is attached):Name:N/A Address:N/A Amount of Bond: NIA 6. LENDER:Name:N/A Phone Number: N/A Address: N/A 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number. Address: 8. In addition,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number. 9. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording unless a different date is specified) 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM LACING WORK OR ECORDING YOUR NOTICE OF COMMENCEMENT. l l/Ii{/Z d h� We,or Owners or Lessee's ( rini NName�id4ffro-Me Signatory's Tide/ ) Authorized Officer/Director/Partner/Manager) State ofFL OR)DA County of-PASCO The foregoing instrument was acknowledged before me by means of physical presence or( j online notarization,thisZq day of IV90V6NJ'961Q 20Z&by AL (name,of personacknowledging),who Is[ j personally known tome;orP(j hasproduced as identification. KRISTIN WIGGINS 44 Notary Public-State of Florida Commission*HH 50107 ota u ' My Commission Expires October 04,2024 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A ' •` TRUE AND CORRECT COPY OF THE DOCUMENT ;. �,3:.,, u,,: ::-�,• -ft ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS ' ^ DAY OF b2 52�- NIKKI A ARE -SOWLES, CLERK&COMPTROLLER DEPUTY CLERK BY _ Current Renewables Engineering I Methode Maniraguha ,the Engineer of Record for the project located at ,36036 Saddle Palm Way,Zephyrhills, FL 33541;1request that the Building Official accept the use of my electronically or digitally signed and sealed engineering plans and documents to include printed copies; based on the Florida Board of Professional Engineers—Emergency Rule 61G15ER20-10, due to the COVID-19 pandemic.) am aware under normal circumstances, ,City of Zephyrhills;i will only accept wet seal or raised seal drawings with the Engineer's original signature & date. Please do not hesitate to contact me directly at the phone number or email address listed, if you have any questions. Engineer's Name and date of request: Methode Maniraguha ;12/10/2020jEngineer's Address: 1960 Chicago Ave, Suite D15, Riverside, CA 92507 Engineer's Phone Number: 951.254.5655 Engineer's Email Address: methode@currentrenewableseng.com ` \O 1V_1"^A. /��i . ..N�Ry'� Digitally signed No.85003 •;y% by Methode Maniraguha —A � cS :tub i p:•.._STATE OF („� Date. ////111IIII11I�Exp:212812021 This Item has been electronically signed and 2020.1 2.17 sealed by tdethode rdanlraguha using a Digital SignatdoCurr re and Date.Printed idered signed andthi 14:15:20 -08'00' Oocumenl are not Considered stoned and sealed and the signature must be vented on any electronic copies. 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 1 951,254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering ee�e-got °ears pr, ?o2� Attn: To Whom It May Concern, Project Name: Williams,Al: 36oti 6 SA t W 7aE�' Y ! I S, 33ti5 Installation of��( C�,Rooftop Solar PV System Inverter: Utility Interactive Inverter: So a,o a ae Si1J onooH-h7SRG� Interconnection: Load Side Connection per NEC 2014 705.12(D)(2)(3)(b): •o t a tE, D, e L atls 1 s ail, Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), I, Methode Maniraguha,PE (# 85003) an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and electrical components are designed and approved using the code requirements and standards contained in the Florida Building Code. If you have questions regarding this matter, please do not hesitate to contact me directly. Sincerely, gMAN,yi�%. Digitally signed cS No 85003 •••;9= by Methode Prepared by: Maniraguha ipp"•.`STATE OF .'(�� Current Renewables Engineering Inc. s a " ��L Date: Riverside ' "i �""E=� °2' 7 CA This dem has been eledronlcally sign-'and 2 0 2 0.1 2.17 sealed by Methode Idaneaguha usng a Digital Signature and Date,Printed copies of Ibis and document are not considered signed and 14:15:02 -08'00' sealed and Me signature must be vented on any electronic copies. 196o Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewablesen-.com I951•254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering 12/11/2020 Freedom Forever LLC 43445 Business Park Dr Suite 110 Temecula,CA 92590 Attn.:To Whom It May Concern re job: WILLIAMS,AL 36036 SADDLE PALM WAY, ZEPHYRHILLS, FL 33541 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set.The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Code: 2017 FL Building Code 6th Edition ASCE 7-10 Live Load: 20 psf Ult Wind Speed: 145 mph Exposure Cat: C Ground Snow: 0 psf Min Roof Snow: NA `9 Digitally signed -k No.85003 •;9 by Methode ° ATE F aZZ:= Maniraguha i�p 1�STATE OF .'(„�� Current Renewables Engineering Inc. Date: �''o�ssoniaL EaG?�• Professional Engineer ,,,�� ,,, �tp rsa2' 2020.12.17 seal info@currentrenewableseng.com cnomcan Rem nos noes eley signed and sealeo by Methods lAawag W a usuig a a DigRdl Signature and p coa e document are not cconsidereesg%ftnd 14:15:3 8 —08'00' ealeo and the signature must be venf*d on any electronic copies 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE 1 Date :12/11/2020 Current Job Code:WILLIAMS,AL nr s 2 of 6 Engineering Roof Properties: Roof 1 Roof Type= Shingle Roof Pitch (deg)= 23 Mean Roof Height(ft) = 23 Attachment Trib Width (ft) = 3.3 Attachment Spacing(ft) = 4 Framing Type= Truss Framing Size= 2x4 Framing OC Spacing(in.) = 24 Section Thickness, b (in.) = 1.5 Section Depth, d (in.) = 3.5 Section Modulus,Sx(in.A3)= 3.1 Moment of Inertia, Ix(in.A4)= 5.4 Framing Span (ft) = 8 Deflection Limit D+L(in.) = 1.6 Deflection Limit S or W(in.)= 1.07 Attachments Pattern = Fully Staggered Framing Upgrade= Adequate Sister Size= NA Wood Species= DF#2 Wood Fb (psi)= 900 Wood Fv(psi)= 180 Wood E (psi)= 1600000 CD(Wind) = 1.6 CD(Snow)= 1.15 CAS= 1.00 CM=Ct=CL=C;= 1.0 CF= 1.5 Cf.= 1.00 Cr= 1.15 F'b_wind (psi)= 2484 F'b_snow(psi)= 1785 F'v_wind (psi)= 288 F'b_snow(psi)= 207 M_aI Iowa ble_wind (lb-ft) = 634 M_aI Iowa ble_snow(lb-ft) = 456 V_allowable_wind (Ibs) = 1008 V_aI Iowa ble_snow(Ibs) = 725 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE r t Date :12/11/2020 Current Job Code:WILLIAMS,AL On ) Renewables 3of6 Engineering E' (psi)=I 1600000 Load Calculation: Dead Load Calculations: Panels Dead Load (psf) = 3.0 Roof 1 Roofing Weight(psf)= 3.0 Decking Weight(psf)= 2.0 Framing Weight(psf) = 0.6 Misc.Additional Weight(psf) = 1.0 Existing Dead Load (psf)= 6.6 Total Dead Load (psf)= 9.6 Wind Load Calculations: Ultimate Wind Speed (mph) = 145 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Roof 1 Velocity Press Exp Factor, kz= 0.93 Velocity Pressure,qz(psf) = 42.5 External Pressure Up,GCp_1= -0.85 External Pressure Up,GCp_2= -1.55 External Pressure Up,GCp_3= -2.45 External Pressure Down,GCp= 0.45 Design Pressure Up, p_1 (psf) _ -36.1 Design Pressure Up, p_2 (psf)_ -65.9 Design Pressure Up, p_3 (psf)_ -104.1 Design Pressure Down, p (psf)= 19.1 Hardware Checks: Lag Screw Checks: Roof 1 Ref.Widthrawal Value,W(lb/in)= 266 (CM=Ct=Ceg= 1.0) CD= 1.6 Adjusted Widthrawal Value,W' (lb/in)= 426 Lag Penetration, p (in.)= 2.5 Allowable Widthrawal Force,W'p(Ibs)= 1064 Applied Uplift Force (Ibs)_ -264 Uplift DCR= 0.25 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code: WILLIAMS,AL e ewa Ies 4 of 6 -- Engineering Ref. Lateral Value,Z(Ibs)= 270 (CM=Ct=Co=Ceg= 1.0) CD= 0.9 Adjusted Lateral Value,Z' (Ibs) = 243 Applied Laeral Force(Ibs) = 15 Angle of Resultant Force, a(deg)= 87 djusted Interaction Lateral Value,Z',,(Ibs)= 1052 Lateral DCR= 0.01 Roof Framing Checks: Force Checks: Roof 1 LC1: D+S Applied Moment(lb-ft) = 102 Applied Shear(Ibs)= 77 Allowable Moment(lb-ft) = 456 Allowable Shear(Ibs)= 725 Moment DCR= 0.22 Shear DCR= 0.11 LC2: D+0.6W Applied Moment(lb-ft) = 225 Applied Shear(Ibs)= 169 Allowable Moment(lb-ft) = 634 Allowable Shear(Ibs) = 1008 Moment DCR= 0.35 Shear DCR= 0.17 LC3: D+0.75(S+0.6W) Applied Moment(lb-ft) = 194 Applied Shear(Ibs) = 146 Allowable Moment(lb-ft)= 634 Allowable Shear(Ibs) = 1008 Moment DCR= 0.31 Shear DCR= 0.14 LC4:0.6D+0.6W Applied Moment(lb-ft)= 170 Applied Shear(Ibs) = 127 Allowable Moment(lb-ft) = 634 Allowable Shear(Ibs)= 1008 Moment DCR= 0.27 Shear DCR= 0.13 1960 Chicago Ave,Suite D15,Riverside, CA 92507 www.currentTenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code:WILLIAMS,AL Renewables 5of6 Engineering Deflection Checks(Service Level): Roof 1 LC1: D+L Deflection (in.)= 0.06 Deflection Limit(in.) = 1.6 Deflection DCR= 0.04 LC2: S Deflection (in.) = 0.00 Deflection Limit(in.)= 1.07 Deflection DCR= 0.00 LC3:W(Down) Deflection (in.)= 0.03 Deflection Limit(in.)= 1.07 Deflection DCR= 0.03 LC4:W(Up) Deflection (in.)= -0.07 Deflection Limit(in.)= 1.07 Deflection DCR= 0.06 Seismic Check: Existing Weight: Wall Weight(psf) = 17 Tributary Wall Area (ft)= 3000 Total Wall Weight(Ibs) = 51000 Roof Weight(psf)= 7 Roof Area (ft) = 2500 Total Roof Weight(Ibs) = 16504 Total Existing Weight(Ibs)= 67504 Additional PV Weight: PV Panel Weight(Ibs)= 54 Number of Panels= 41 .Total Additional PV Weight(Ibs)= 2232 Weight Increase: (Existing W+Additional W)/(Existing W) = 103% The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. 1960 Chicago Ave,Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.2S4.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code:WILLIAMS,AL Renewables 6 of 6 R 1� Engineering Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits.The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work.All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation.This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work,the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations,and cert letter(where applicable) and notify the Engineer of Record of,any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations,and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1960 Chicago Ave,Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewbes Engineering 12/11/2020 Freedom Forever LLC,43445 Business Park Dr Suite 110,Temecula, CA 92590 Subject:Structural Certification for Installation of Residential Solar re job: WILLIAMS,AL, 36036 SADDLE PALM WAY„ZEPHYRHILLS, FL 33541 Attn.:To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Freedom Forever LLC. After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing.The roof is sloped at approximately 23 degrees and has a max beam span of 8 ft between supports. Design Criteria: Code: 2017 FL Building Code 6th Edition (ASCE 7-10) Ult Wind Speed: 145 mph Ground Snow: 0 psf Exposure Cat: C Min Roof Snow: NA psf ROOF 1: adequate to support the imposed loads.Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer Digitally info@currentrenewableseng.com �pe MAIV/�'�i, signed No.85003 '•y g y Methode i p•.•__&TATE OF [ti Z 'F�ORIOP:' Maniraguha G /''/ss ONAI��exa\vsenast Date: This Item has Dean electronically signed and sealed by hiethode hlamraguha using a Digital 0 0• �. Signature and Date.Printed copies of this 17 document are not considered signed and sealed and the signature must De vedfietl on 14:1 1 5:5 4 -08'00' any electronic copies. 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE