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HomeMy WebLinkAbout19-21489 CITY OF.ZEPHYRHILLS 5335-8th Street (813)780-0020 21489 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:21489 Issued: 7/11/2019. Address: 38721 9TH AVE 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: 19,760.00 Total Fees: 210.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 210.00 Date Paid: 7/11/2019 Parcel Number: 11-26-21-0010-08300-0090 CONTRACTOR INFORMATION, OWNER INFORMATION Name: BREVARD SOLAR LLC Name: GAMBOCORTO DANIEL & GAMBOCORT Addr: 4181 IONA ST Address: 38721 9TH AVE TITUSVILLE FL 32796-2222 ZEPHYRHILLS FL 33542-4103 Phone: (321)729-0207 Lic: Phone: 315-491-6095 Work Desc: INSTALLATION ROOF MOUNT SOLAR PV .APPLICATION FEES ELECTRICAL FEE 210.00 INSPECTIONS REQUIRED , ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL 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. CP9TRACTOVPER OFFI (ttRMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Brevard Solar, LLC ` tt esir ntaal a °'Lzas;57�13ecls - Lori S.Wooden, � `� �`...a. ,.a.w•., <�, , � 'It's alv�ays.sw�ny a!13w�j' '7itUsvtlFe - Od 321491r7,51131-.Cell '= Br�var Sotar cc m Lo x Woo li-i revardSolarxom ` I i INSTR#20200591 1 9 OR BK 10083 PG 496 Page 1 of 1 04107l2020 09:18 AM Rcpt 2151589 Rec:10.00 DS:0.00 IT:0.D0 Nikki AhrarezSowies,Esq.,Pasco County Clerk&Comptroller Permit No. lI Y e 1 Parcel ID No f L e 2' 0 Q(t)--093 00-Oo qp }� �t _ NOTICE OF COMMENCEMENT stets ot Y L K1= County Of ?C4�4d THE UNDERSIGNED hereby gives notice that Improvement Will be made to certain real property,and in accordance with Chapter 713,Florida Statules, the following Information is provided in this Notice of Cemmancoment 1, Description of Property:Parcel Identification No. II-2 -21 -00(0 -0&306-009 O Street Address 31S / Z rills Z'� 2. General Description of Improve �y ment T_ ,`,`ct.t1.t AVM [ i 3. Owner hformation or Lessee Information tithe Lessee contracted for the improvement [?- 0 ✓ 3 g 7 Z1 M�c 7—ahv-r t,I( S Ft,. Address City State Interest in Property: Name of Fee Simple TiBeholder: (If different from Owner listed above) Address 1/� J_,, City State on 4. Ctredar. 1l l ALIr b0 lh. , 1 30Q IfaIn L chi Address CdrdntcWeO Telephone No.: 3 Z Z` a-�geiri City t� 5. Surety:Name Address city Stet, Amount of Bond:S Telephone No.: 8. Lerida,.. N I Name Address city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the miner upon whom nofYas or other documents may be served as provided by sad nZ13.13(1)(aH7),Florida Statutes: me Na Address City State Telephone Number of Designated Penton: B. In addalon to himself.the owner designates N I T1 —of— to receive a copy or the Lienore Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or E nEty Designated by Owner: 9. bplration date of Notice of Commencement one Moradon date may not be before the completion of con itruclion and final payment to the contractor,but w it be one year from the data cf.a= ing unless a different date is speclfiedk 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 COMMENCEMI Nt 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury.I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my Imowtedga and belief. Q ORIDA OUNNTY OATE OF f PASCCO � / �.TeC ✓'�I oc0A- Signature of Owner or Lessee.or Owner's or Lessee's Authcimd OfacerMirectodPartner/Martager 0 w"-e1- Signatory's Thle/Ortice The foregoing instrument was adahwfedged before me this day of Ai- 20 y.try Qtn t{-� G-z�fyLhO[.g✓Z'�0 a4 W ✓ (type of authority.e..,officer,tnnstee,attorney in fact)for Vb� RwS L12 (name of b N of h Instrument was executed). Personally Known XPfl Produced Iden%cat.❑ Notary Slgnatore - I_ Type o Name(Print) A 60 V u 3Z t7 `�M muare our a rise r, Brands Pines= p MYlkmmmsion GG 16Ja5/ . fuhpns ltRVt02t 11 wpdata4xminomeeeommeneernentycMD48 SUNTRUST BANK 1-800-786-8787 Date: Jan 23, 2020 Advice D-100123 Acct 1751569000000108 The following deposited check(s)were 2,7-20 0 returned to SunTrust unpaid. The amount 3-V 7-ZD SEQ# ITEM AMOUNT of the checks)has been deducted from 99000044 20.00 your account. leiy Service Charge Total:Analysis CITY OF ZEPHYRHILLS GENERALFUND ("k�5335 8TH ST ,L r4 ZEPHYRHILLS FL 33542-4312 1 Item charged totaling $20.00 Advice Total $20.00 1:40 2 3 3 3 19131: 000S99000000L0,9112 el'0000 100 12 301 City of Zephyrhills _ 3wF�Y Building Department Op u- i r,r 5335 Eighth Street Zephyrhills, Florida 33542 (813) 780-0020 Fax (813) 780-0021 �a WE Brevard Solar LLC 4181 Iona St W.A."Bill"Burgess Titusville, FL 32796-2222 Director of Building Licensing&Zoning Attn: Lori Woodell Re: 387219th Ave Zephyrhills, FL 33542 Hello Lori Jackie,City of Zephyrhills.Today I received a return check from our bank indicating funds not sufficient for payment of a one-time extension granted for inspection to be done at the address 387219th St by#21489. I need for the company Brevard Solar to come to the Building dept located at 5335 81h St and take care of the return check matter or we will have to turn the matter over to our Police dept for further investigation. I hope that it will not have to come to that. The amount paid was for$20.00 in which we received a check#8422 on January 17, 2020 the return check charge is$50.00 total need to clear this matter will be$70.00 you may mail in cashier check if so choose to attn: building Dept-5335 81h St Zephyrhills 33542 .Cash or cashier check are the only method of payment that we will acceptable. If you should have any question please do not hesitate to make contact with the Building Dept. Thank you for your attention to this matter. Postal CERTIFIED oRECEIPT Sincerely Domestic Mail Only For delivery ^� cp Cenifled Mall Fee A L U 5 F. t7 $ L rl Extra Services&Fees(chw*box;add fee as eppropdat&) Jackie Bo es SCS Specialist t7 ❑Return Recelpt(hardco $ g p 0 ❑Return Receipt(electronic) $ Postmark C3 ❑Certified Mall Restricted Dellvery $ Here t3 []Adult Signature Required $ q ❑Adult signature Restricted Dellvery$ O Postage /✓ m $ r-1 Total Postage and Fees r� W Sent T av fl?-r/ / — � � t'`'------------------------- = t7 S°neet Apt No,,or Pf7§ox No. ----- _..1__a. --------=-------------------------=---=-- ciry,state,ZtP+4� 22Zz-- {-.Q s V;1 2 796 *063102152* 01/23/2020 99000044 0 nj BREVARD SOLAR LLC 8422 This is-a LEGAL COPY of your o at8t�►sT check.,You can use it the same ru Trrusyntsv. rgg. sssarzcat wayyouu would use the original j q. rl check. '+ ru VATIE of .RETURN REASON-A � rq PAY TO THE NOT SUFFICIENT FUNDS fnn o ORDER OF j4d $ , ru F=9 .�. ru ru liv DOLLARS o Ln m � ru eawt�c►tenr w�otat�srtx�htPtrtr O faoo Mwt�iR Eefcan rq rn MiNteaccivic 1: 2 6 3 i 9 138 711:0000 i 48 18 1P08 2 2 4 1: 26 3 19 1 38 71: 0000 148 i8 5 7 78112084 2 2 e,1000000 2000,1' 4 f i I Y ' 1 i i a i _ s 7 1 ,{s 01/19/2040 - Batch 300 - Sequence 2 0 0 For Degcgit only w w . FOR DEPO92T ONLY L+niL C3, �c3 ru .D IU Cl L � -0 ,+UJt' En Of,run, On rU rU W W rd m O C3 i \ nJ rur L-j ni nw t, \nru ru o rU O rU 0 rU a N Q O Do not endorse or write below this line The City Of Zp AD1 , I . ` GAmm m: A RE4p +. m339 m m.m ----------------- Total-. m.m Cash; Gm mKb 29.01, extend M Ay Q «21489e k#842 +GR &.m Chn«! «m . Smk 2 G» Q #£11489Egm2 m#m« A mmm Cashier: iƒqe . 4#km km±Am+q � A w: Brevardar January 9;2020 City'of Z. yrhilis Bib Burgess Building Official 5335 Eight Street. . a ,Zephyrhills;:FL::33542=4312:_ a- - t*v - =J r- Email:yBBurgess@ci.zephyrhills.fi.us cc JBoges@dzephyrhiils.fi.us Re: Gambocorto Residence Permit#21489 23721 9m Avenue Zephyrhilis, FL 33542-4103 We are requesting a ninety-day extension on the above-mentioned permit. We have been having problems procuring panels. We do expect to have this job completed within the next thirty days but would rather do a ninety-day extension just to be.safe. I appreciate Jackie's help.She is always very knowledgeable'and helpful when I come in for anything. I will watch for notification that'this'has been approved to I may send the twenty-dollar fee up ASAP as_we:.hope to go°to ir►spebtion,in_the next week,or so. 3 Thank you and entire staff up there for always being awesomel Sunny Re9ards, �1 orl Woodeil / �v a� Enc.(1) 4181 fmta ShatTitusde,FL 327*2222 PIL 727.260.4090'Fox,321,608.2321 www.8mardSo(ar cam/Lori.Woodeilta7t9revardSolar com Sratecertif abn:cvc56986 l Jacqueline Boges From: Jacqueline Boges Sent: Friday, March 27,2020 9:32 AM To: 'Lori' Subject: 38721 9th ave return check Hello Lori Jackie, City of Zephyrhills.Today I received a return check from our bank indicating funds not sufficient for payment of a one-time extension granted for inspection to be done at the address 387219th St by#21489. I need for the company Brevard Solar to come to the Building dept located at 5335 8m St and take care of the return check matter or we will have to turn the matter over to our Police dept for further investigation. I hope that it will not have to come to that. The amount paid was for$20.00 in which we received a check#8422 on January 17, 2020 the return check charge is $50.00 total need to clear this matter will be$70.00 you may mail in cashier check if so choose to attn: building dept 5335 8th st Zephyrhills 33542 . You must either pay by cash or a cashier check these are the only payment method that we will accept. If you should have any question please do not hesitate to make contact with the Building Dept. Thank you for your attention to this matter. Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 aim sa FA WA WA am BrevardSolaw January'9,2020 City of Zephyrh.ills Bill Burgess Building Official 5335 Eight Street Zephyrhil'Is, FL,33542-4312 .Email: B,Burgpss@ci.zephyrhills.fi.us cc J0o9es@ci.zephyrhills.fi.us Re: Gambocorto Residence Permit#21489 23721911 Avenue Zephyrhills, FL 33542-4103 We are requesting a ninety-day extension on the above-mentioned permit. We have been having problems procuring panels. We do expect to have this job completed within the next:thirty.days but would rather do a ninety-day extension just to be safe. I appreciate Jackie's help. She is always very knowledgeable and helpful When I come in for anything. I will watch for notification that this has been approved so I may send the twenty-dollar fee up ASAP at we hope to go to inspection in the next week or so. Thank you and entire staff up there for always being awesome! Sunny Regards, oil on Woodell Aw flz Eric. (1) 4181 Iona Street Titusville,FL 3279672222 Ph.727.260.4000*Fax 321.608.2'32-1' wimBrevardSolar.corn/Lori.Woodell(o)BrevardSolar.com State Certification:CVC56985 CITY OF ZI:PHYRHILLS 5335-ft Street (813)78Q-0020 21489 -ELECTRICAL PERMIT Permit 0:21489 Issued: 7/11/2019 Address:38721 9TH AVE Permit Type: ELECTRICAL MISC j ZEPHYRHILLS. FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE 1 Lot(s): Block: Section: } Sq.I:eet: Eat.Value: ` Book: Page: i Cost: 19,760.00 To*j Fees: 210.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 210.00 Date Paid: 7/11120191 Parcel Number. 11-26-21-001'0-08300-0090 Name: LLC Name: BO OR O DANIEL&GAMBOCO—RT? E Addr: 4181 IONA ST Address: 38721 9TH AVE i i TITUSVILLE FL 32796-2222 ZEPHYRHILLS FL 33542-4103 i Phone: (321)729-0207 Uc: Phone: 315-491-0095 Work Desc: 'INSTALLATION ROOF MOOR OLAR FV— _ �1 P ELECTRICAL FEE 210.070 i f ' i i .ROUGH ELECTRIC i CONSTRUCTION POLE PRE-METER FINAL , i 1 ' 1 i REINSPEC14ON FEES:(c)With respect to Reinspection fees will comply vm►ith Florida Statute 553.f10(2)(cnhe local government shall impose a fee of flour times the amount of the fee imposed for the Initial inspection or first r+eloppectlon,whld.mmr is greater,for each such subsequent relespection. NOTIM: In addition to the requirements of this permit;,there may be additional restrictions appkable bo this property t 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 ftilure to i e w a nafce of commencement may remit In your pnyk*twice for + improvements to your property. If you intend to obtain ffnandM consult With your lender or an;amtto"" before recording your notice of commencement." Complete Plans,Specifications and Fee Must Aeoompany App kation. AD work sell performed in ar:aordanoe with City Codes and Ordinances. ! i t I i — R PER O I ' ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION -8 HOUR NOTICE REQUIRED j PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: V a U �� Date Received: Site: 3 2— Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shal e k i the permit and/or plans. JUL it 2019 - 4 Kalvin witze lans Examiner Date ontract and/or Homeowner (Requi when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 00.( ►" 1�, t-1-1 I-f Owner's Name 0 a- 1 � A�GLmY�D GD rf D Owner Phone Number � ( 3 r 2 I D 3 Owner's Address ^] 11 "t Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder essE a JOB ADDRESS -2-( - L LOT# i SUBDIVISION __FARCE DIL# 'Z to�.ZI _cab( D-•D�3 oo-- 6 oq (7 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT 0 SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER D 4 ..Y1S TYPE OF CONSTRUCTION 0 BLOCK n 1Q FRAME 0 STEEL = DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE= HEIGHT BUILDING r A}j VALUATION OF TOTAL CONSTRUCTION (ELECTRICAL AMP SERVICE 0 PROGRESS ENERGY W.R.E.C. J =PLUMBING $ � CA Vt �] 0c =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ZS" =GAS ROOFING 0 SPECIALTY OTHER ��&a FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO U ' �� BUILDER V r L COMPANY =ZCP—QCL-(A ����. L-, C, SIGNATURE T REGISTERED Y N FEE CURREN /N Address `1 ��i� �L3� Q`,2.2a9- License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN --Address ( License# I 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, . - !Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms. R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 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. Owner&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 A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if 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 W" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended ar 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 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT_(F.S._197.03) __ _ - _ __ _ — ___ __ __- _ OWNER OR AGENT � CONTRACTOR Subscribed and sworn to(or affirmed)before me this Sub�s�ribed and s to r off epre me this byVl -1 ��7'iYY1�OLn1) ��,ti/.e�`�b J ho is/are personally known to me or has/have pro uced Who' / re all k n to me or hag/have produced as identification. "dgt as identification. i / 3 tary Public p Notary Public Commission No. &-& o on o / c s ,F. Zzt-i hr (le ooe [I Nam � Name of Notary typed,printed or stamped . '•u Notary public state of Floride Lori Shreve Woodall Brenda Probasco My Commission 00 163657 NOTARY PUBLIC forti Expires 11/2912021 STATE OF FLORIDA COMM#FF912155 de ° Expires 8/24/2019 r t � BrevardS®Lar CONTRACTOR AFFIDAVIT Permit Jurisdiction I,Sandra G.Spann,license holder for Brevard Solar LLC authorize the following people to apply/sign for permits under my license number CVC56985. Please allow ONLY the persons listed below: Lori Shreve Woodell DL#W340-537-68-730-0 License Holder Signature License Holder Printed Name The Following instrument was acknowledged before me this r/ day of 20 � , by who! personally known tom or has produced for identification. NOTARY PUBLIC Y JOHN C.WILLIAMS MY COMMISSION#GG058764 EXPIRES December 28,2020 j a Street Ttusviffe, IFL 32796-22229.0207 Office 321.608.2321 TFaxnse Num6er CVC 56985olar.com�Info@BrevardSolar.com I NSTR#2019067752OR BK 9893 PG 1963 Page 1 of 1 04/2312019 11:53 AM Rcpt:2048092 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. O'Nei- Ph.D., Pasco County CCerk&ComptroCCer Permit No. Parcel ID No NOTICE OF COMMENCEMENT `�,f/ State of V L County of' r GC S(10 THE UNDERSIGNED hereby gives notice that impreuenrerd will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the fallowing Information Is provided in this.Notice of C* es� / 0 7 ('D I / �� 1. Description of Pmperty Parcel Identification No. r(j CT '--" `-� r �rl_ O ' Street Address: Z (( /� T '1 l - �Z, �' rh�h5 c�L�./� s2ra 'p� i 3Q 2 General Description of Improvement P V L Vl I"y7 4 K�. 3. Owner Information or Lessee Information if the Lessee contracted far the Improvement:' 3 S 7 z Pam q� Azt- a h.d.t,Q. 2e li S e 33 S4 Address f '^ City State Interest in Property ► ID �- d W h--Oo- Name of Fee Simple Titleholder. Of Owner listed above) Address $ _- D Q city y State 4. Contractor - e q t l�- e' 1 1-u-S u t r—L -3 7, 6, Address 2--7 State Cant aloes Telephone No.: S. Suety: N i r1 Name Address city State ` Amount of�orht Telephone No.: Name Address City State LendeYs Telephone No.: 7. Persons withtn the State of Florida designated by the owes upon whom notices or other documents may be-served as provided by Seh t71� vain,Florida Statutes: Name Address City State Telephone Number of Designated Person: r a. In addtion to himself,the owner d # / ' of to receive a copy of the Lienofs Notice as provided in Seddon 713.1.3(1)(b),Florida Statutes. Telephone Number of Person or Fatty Designated by Owner. 9. Expiration data of Notice of Commencement(the expiration data may not be before the completion of constnrtion and fmal payment to the mntracW,but will be one year from the date of recording unless a ddferent date Is spedfied►: 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 NOTICEr'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 RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury;I dedam that I have read the foregoing notice of commenamam and that the fade stated therein are true to the best I. my knowledge end befiof. STATE OF FLORIDA COUNTY OF PASCO �� C '2jam Signature of Owner or Lessee,or Ownets or Lessae's•Aut adzed Olricer/DirecmnPartnerANmager , 1(O 12 Signatorys Ttta(O1Nm �ihrl b t The foregoing inshw�erd was acknowledged btfOre me this Aday of by 1/�4-h`� 'CAI 6 Llr '0 C�V+-0 as h 6 rin a Gad 6, (-✓ (HPe of authority.e.g.,officer.htmme' in fad)for ' A/ . L (name of petty on be ore In ant ehmaded). Personally Known O QR Produced Identification Notary SiRhatue deiltill Predated L� D� :Name(Print) Nottdy Pubtk Stab off Rodin } dfeftde Pro C j Il+gr as 183HS7 qa�F t1 T AA 0%ON A 04 04 014 A 04 04 0%0AW40%00%%A] - •v4 datarocsfmgc mmmenarnonLpd)s3osa - . STATS O. Fu.Or�i�A,C0UW i Y OF,FA-OCO THIS IS TO CERTIFY THAT THE FOREGOING IS A ° TRUE AND CORRECT COPY OF THE DOCUf\iENT .� k � • •� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ax , r;c sty vN y WTLA MY HA I LSEALT ^� A2 P P , TROLLER BYDEPUTY CLERK �� VW��s its. MA AV, Arr BrevardLr Solar PV System Contract 11,700 Watt DC Solar PV System Daniel Gambocorto March 12, 2019 387219th Avenue Zephyrhills, FL 33542 Mr.Gambocorto, Thank you for contacting us about Solar PV for your home.We look at the average monthly power bill, productive space on your roof,and your investment goal in solar. Based on the fact that your electric usage averages 34kWh per day,we recommend a solar photovoltaic system consisting of 39)300 watt panels for a powerful 11,700 watt system. Brevard Solar is pleased to offer you the following combination of"A+"grade solar products;Canadian Solar SuperPower CS6K-300MS solar modules with black frames and white backing. These solar modules have a 10 year warranty covering materials and workmanship and a 80.2%production after 25 years warranty covering their guaranteed power output.The system is based on the SMA Sunny Boy High Frequency Grid-Tie inverters with emergency power outlets when the sun is up, but the grid is down. Brevard Solar's pricing is$1.62 per watt for the highest grade FSEC certified solar systems;fully installed, permitted and utility connected as follows; 1. Panels: Canadian Solar SuperPower CS6K-300MS, (39 each),25.year warranty&positive tolerance 2. Inverter:SMA Sunny Boy High Frequency Grid-Tie inverters with emergency power outlets when the sun is up, but the grid is down 3. Racking:Asphalt Shingle Roof Racking System 4. Florida Solar Energy Center(FSEC) certification and Professional Engineering. 5. SMA Sunny Portal Monitoring Service *Complete System Pricing 11,700 Watts ^U � „ 1. Gross System Pricing:$1.62/Watt $ 18,950, 1�1 11U 2. Flat Roof Installation $ 810 1 3.Federal Investment Tax Credit(30%) $ (5,920) (gross tax value) 4. Net system total $ 13,840 4. 25 years total energy savings from solar PV $ 113,000 5.5 year total energy saving $ 13,910 6.5 year avg.annual energy $ 2,780 (5%rate increase) 7. 5 year avg.monthly savings $ 232 8. Increased property valuation after installation $ 22,240 Brevard Solar, LLC will facilitate approval of the Home Owner Association (HOA) in accordance with the Florida State Statute,163.04. Terms: Brevard Solar terms for SEI:F-will be 30%-i-70%draw program, as follows; First: 30%paid by SEEF after acceptance of contract $5,928 Final 3 paid bye after project completion $23;83 0-(0 I (® \ 11 Installation:The installation will take approximately 12 to 14 weeks from date of signing, (6 weeks engineering&permitting, and 6 weeks procurement& installation).Weather and permitting delays could result in a three to five day delay beyond Brevard Solar, LLC's control. Thank you for this opportunity to offer you a powerful solar energy system which will provide a high and increasing rate of return on your investment for many years,while increasing your home value approximately $22,240 the day it is installed. Acceptance: ;' 4r, 6z lam' '., OLd— Brevard Solar,LLC agrees to provide�fully certified FSEC solar:PV system as outlined and meet all the terms and conditions in this agreement; The customer agrees to purchase the described equipment as outlined and the terms of the agreement; Customer Signature: � �'� !— Date: 3 'Y.2014 q Brevard Solar Signature: Date:/*201��f Please call anytime:Office 321-729-0207 or my business cell:609-647-2421. Brenda Probasco Brevard Solar, LLC Page 2 of 2 4181 low Stmd 4itwviA AFL 32796 321-729-0207-10WEIrewnfSo(ar.com State CeWfuatiom C'VC56985 �1ZU14; zti � do t 's # ti, Or 1994 M 4 �. �n M� lrnaye�,Date:1/21;2019 G °og�� far 4'25.72^f! g2n1Q'34.1gv� el th' ft eu 0 eYe att 20p�C 1/zota 38721 Gorn t ' -33,542 a, e eYe alt z0 � MISSION ■ — ENERGY High Power PERC Rooftop Module Class Leading Output: 30OW power Advanced Technology: PERC and 4 busbars drive >18% module efficiency Superior Aesthetics: ! All-black design coupled with. ; outstanding power output Certified Reliability: 3X IEC, salt mist, ammonia " #. " 5600 Pa snow load News 175 mph wind rating ) Buy American Act + Proudly assembled in the USA MSE PER .• all-black design c. . -. with Mission Solar Energy is headquartered outstanding po - output •-. for • in San Antonio,TX with module including commercial and rooftop systems. facilities onsite. Our hardworking team calls Texas home and is devoted to producing high quality solar products Passivated Emitter Rear . _ (PER technology provides and services. Our supply chain excellent power output throughadvanced - includes local and domestic vendors increasing our impact to the U.S. economy. Mission SolarEnergy production - automated and MODULES TM include multiple quality checks throughout the production process. AssEmBLED 1> ENGMEERED IN THE USAN 25-YEAR LINEAR WARRANTY CERTIFICATIONS i -100% IEC 61215/IEC 61730/IEC 61701 UL 1703 ( ,. . 97% Mission Solar Energy Warranty •. '90.7% i 90% ! NvnnalNnne ���a -power6uard l_ / so.2%' f • SPECIALTY INSURANCE SERVICES 80% 'As there are different certification requirements in different markets,please contact your local Mission Solar Energy sales' 700yo y representative for the specific certificates applicable to the 10 15 ;20 products in the region in which the products are to be used. YEARS DOCUMENT#:CSA2-MKTG0006 REVISION DATE:——REVISION M.0 ELECTRICAL SPECIFICATIONS Electrical parameters at Standard Test Condition(STC) Module Type MSE290SQ5T MSE295SQ5T MSE300SQ5T ............................. ........... .................................................... ........................................... ........................................... Power Output Pmax Wp 290 295 300 ............................. ........... .................................................... ........................................... .. ......................................... Module Efficiency /u 17.45 17.75 18.05 ......................... ........... .................................................... ................. %D................. ........................................... Tolerance 0-+3 ............................. ........... .................................................... ........................................... ........................................... Short-Circuit Current Isc A 9.44 9.52 9.61 ............................. ........... .................................................... ........................................... ........................................... Open Circuit Voltage Voc V 39.81 40.11 40.18 ............................. ........... .................................................... ........................................... ........................................... Rated Current Imp A 8.95 9.03 9.17 ............................. . . .. . .............................................. ........................................... ........................................... Rated Voltage Vmp V 32.54 32.72 32.80 STC:Irradiance 1000 W/m2,Cell temperature of 25°C,AM 1.5 TEMPERATURE COEFFICIENTS MSE295SQ5T: 295UVP, 60CELL SOLAR MODULE Normal Operating Cell Temperature(NOCT) 44°C(±2°C) CURRENT-VOLTAGE CURVE .......................................................... ............................ 12 -----------------'---------------------------------- Temperature Coefficient of Pmax -0.427%/°C Cells Temp:25°C ......................................................... ...........o................ ---------- Temperature Coefficient of Voc -0.318/D/°C 10 Incidentlrrd=l,000_w/m2 .......................................................... ............................ Temperature Coefficient of Isc 0.042 / C ^, a —------Incident Irrd=a00-w/m2 — -- .......................................................... ............................ Q --- -- = 6 Incident Irrd=600 W/m2 OPERATING CONDITIONS Incidentlrrd. 400W/m2 — Maximum System Voltage 1,000VDC " ---- -------- ---- — ......................................... ........................+................... Operating Temperature Range -40°C(-40°F)to 90°C(194°F) 2 Incident Irrd:200 W/m2 — Maximum Series Fuse Rating 15A ........................................ .......................................... o — Fire Safety Classification Type 1,Class C 0 10 20 30 40 ......................................... .....................................�...... 9 Voltage M Front&Back Load(UL standard) 5600 Pa(117 psf) NeW Current-voltage characteristics with dependence on irradiance ......................................... ............................................. Hail Safety Impact Velocity 25mm at 23 m/s and module temperature MECHANICAL DATA BASIC DESIGN (UNITS: mm) Solar Cells P-type Mono-crystalline Silicon (156.75mm) r Do 1 r 15.11 35.00 ........................ .............................................................. 437.00 =-298.50 Cell orientation 60 cells(6x10) 4 busbar __-------- --T ....................... ............................................................ .� Drain Hole 297.00 1664mm x 999mm x 40mm Module dimension I 77.00 (65.51 in.x 39.33 in.x 1.57 in.) MOD T ............... ......................................... Mounting Hole Weight 18.2 kg(40.1 ........................ .................... ................ ......................... Front Glass 3.2mm(0.126 in. tempered, ,e64.oo ,654A0 —Grounding Low-iron,Anti-reflective coating Frame Anodized aluminum alloy I I ...................... .. ... ....... ....................... 832W Encapsulant Ethylene vinyl acetate(EVA) _4.50 .................. . ............Yp......:............. r I ,5.rm- J-Box Protection class IP67 with 3 b ass-diodes 77� -- Cables PV wire, 1 m(39.37 in.),4mm2/12 AWG 'Sea '°oa �.� Connector MC4 or comp atible Front View Back View �4 MISSION SOL AI� ENERGY Mission Solar Energy reserves the right to make specification changes without notice. 8303 South • • I TX 1 78235 1 missionsolar.cominfo@missionsolar.com1 .11 DOCUMENT#:CSA2-MKTG-00D6 REVISION DATE:—4—REVISION SY.0 ��pp s SUNNY BOY •0-USA 3o @USA 5.0-USA° •0-USA 7•0-US •7-US --------- --- -- - ---- -- ----- - ---------- — -- z} r>' COMPLIANT TO UL 1741 SA GRID SUPPORT UTILITY INTERACTIVE INVERTER { . P Value-Added Improvements Reduced Labor Unmatched Flexibility Trouble-Free Servicing • Superior integration with SMA's - New Installation Assistant with - SMA's proprietary OphTracTm • Two-part enclosure concept MLPE Power+Solution direct access via smartphone Global Peak technology mitigates allows for simple,expedited • World's first Secure Power Supply' minimizes time in the field shade with ease servicing now offers up to 2,000 W - Integrated disconnect simplifies - Multiple independent MPPTs - Enhanced AFCI technology reduces • Full grid management capabilities equipment stocking and speeds accommodate hundreds of false tripping while improving ensure a utility-compliant solution installation stringing possibilities sensitivity in real arcs for any market SUNNY BOY 3.0-US / 3.8-US / 5.0-US / 6.0-US / 7.0-US / 7.7-US Reduce costs across your entire residential business model The residential PV market is changing rapidly. Your bottom line matters more than ever—so we've designed a superior residential solution to help you decrease costs at every stage of your business operations.The Sunny Boy 3.0-US/3.8- US/5.0-US/6.0-US/7.0-US/7.7-US join the SMA lineup of field-proven solar technology backed by the world's #1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering,value-driven sales support and streamlined installation are just some of the ways that SMA helps your business operate more efficiently. And, Sunny Boy's superior integration with the innovative Power+Solution means installers have even more flexibility in addressing their toughest challenges. www.SMA-America.com Technical data Sunny Boy 6.0-US-_ -,- - Sunny Boy 7.0-US - Sunny Boy_7.7-US - - - - - - -- _ 208 V 240 V 208 V- _ -240 V 208 V 440 V Input-(DC)- Max usable DC power -- --- -- ... 5400 W 6200 W 6900 W. 7200 W 6900 W 7950 W, . Max.DC Voltage 600 V Rated.MPP Voltage range 220-480 V 245-480 V 270-480 V MPPT operating voltage range _ 100-550 V Min.DC voltage/start voltage 100 V/125 V Max-operating input current per MPPT 10 A Max.short circuit current per MPPT 18 A Number of MPPT tracker/string per MPPT tracker 3/1- Output(AC) AC nominal power 5200 W 6000,W 6660 W 7000 W 6660 W 7680 W _ Max.AC apparent power. 5200 VA 6000 VA 6660 VA _ 7000 VA 6666 VA 7680 VA Nominal voltage/adjustable 208 V/,• 240 V/• 208 V/ 240 V/• - _ 208 V/"• 240 V/• AC voltage range. 163-229 V 211-264 V 183-229 V 211 -264 V. 183-229 V_- 211 -264 V- AC grid frequency 60 Hz/50 Hz Max.output current 25.0 A 25.0 A 32.0 A 29.2 A 32.0 A 32.0 A Power factor(cos N) _ Output phases/line connections 1/2 Harmonics <4 Efficiency - Max.A cienry 97.2% 97.6% 97.1%.. 97.5-% _97.1% 97.5 CEC efficiency 96.5% 97% 96.5% 97%_ 96.5% _ --97 Protection devices DC disconnect device • DC reverse polarity protection _ • Ground fault monitoring/Grid monitoring - ---- --- = - = --- AC short circuit protection • All-pole sensitive residual current monitoring unit(RCMU) • Arc fault circuit interrupter(AFCI) • Protection class/overvoltage category General data Dimensions(W/H/D)in mm(in) 535 x 730 x 198(21.1 x 28.5 x 7.8) Packaging Dimensions-(W/H/D)-in mm(in) . 600 x 800 x 300(23.6 x 31.5 x_1 1.8)_ Weight/packaging weight 26 kg(57lb)/30 kg(66 lb) Operatingtemperature-range — 25°C..+60°C -- - Noise emission-(typical) 39 dB A 45 dB A Internal power consumption at night <5 W Topology - Transformerless Cooling concept Convection Fan Features -------- -- - - -- - - - - Ethemet ports Secure Power Supply •` Display(2 x 16 characters) WLAN - 0- Sensor,module/External WLAN antenna 0/0 Warranty:70 20 years •/O/O ---- ----- - -- -- - - - - --- ---=---- = ---=- -- ----= -- - Certificates and approvals_ UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15-(Class A&B),CAN/CSA V22.2 107.1-1 0 Standard features O Optional features —Not available Data at nominal conditions NOTE:US inverters ship with gray lids. 'Not functional with Power+Solution Type designation SB6.0-1 SP-US-40 S137.071 SP-US-40 _ SB7.7-1 SP-US-40 POWER+ SOLUTION The SMA Power+ Solution combines legendary SMA inverter performance and intelligent DC module-level electronics in one cost-effective, comprehensive package. SUPERIOR INTEGRATION means that you can achieve maximum solar power WITH THE production for your customers while also realizing POWER+SOLUTION significant installation savings. Unlike conventional microinverter and DC optimizer systems, Power+ is faster to install, provides more flexibility, WEE- boasts logistical advantages, and reduces service risk. Visit www.SMA-America.com for more information. 9. I t I JOSE D. GARCIA Job Name: Gambocorto Daniel Residence CONSULTING ENGINEER,LLC. Job Address: 38721 9th Ave. CIVIL/STRUCTURAL 17440 N.E.4th.Ave.North Miami Beach,FI33162 Zephyrhi Ils, Florida 33542 Tel:(305)9035706 Emall:)gerda.pe@outlockcom FLA.P.E.Licence No.7840 Job Number: 19-085 1 I Job Name SOLAR PHOTOVOLTAIC SYSTEM DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM TO THE EXISTING STRUCTURE Job Address 38721 9th AVENUE ZEPHYRHILLS, FLORIbA 33542 THESE CALCULATIONS ARE IN COMPLIANCE WITH THE HVHZ PROVISIONS OF THE FBC 6th EDITION (2017)CODE,THE ASCE 7-10 ADOPTED STANDARD AND THE NSD FOR WOOD CONSTRUCTION - 2015 EDITION Page 1 JOSE D. GARCIA Job Name: Gambocorto Daniel Residence CONSULTING ENGINEER LLC. Job Address: 387219th Ave. CIVIL I STRUCTURAL, 17440N.E.4*L Ave.NoftMlaml Beach,Fl33182 Zephyrhills, Florida 33542 Tel:(305)903-5706 Emall:Jgarola.pecoutlookoom RA.P.E.Lkenee No.784M Job Number: 19-085 AS PERMITTED BY THE FLORIDA ADMINISTRATIVE CODE, SECTION 61G15-23.002(2), THIS COVER HAS BEEN SIGNED, SEALED AND DATED ASSUMING RESPONSIBILITY FOR 10 PAGES OF CALCULATIONS LISTED BELOW. TABLE OF _CONTENTSI: CHAPTER DESCRIPTION PAGE NUMBER 1 DESIGN LOADS 3 2 DESIGN OF SCREWS CONNECTING 4 BASES TO EXISTING STRUCTURE 3 BACKWARD CALCULATION TO DETERMINE MAXIMUM 6 WIND LOAD CAPACITY 4 VERIFICATION EXISTING STRUCTURE WILL 6 ACCOMMODATE ADDITIONAL DEAD LOAD 5 PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD 7 6 WIND LOAD CALCULATIONS `E 13 Page 2 JOSE D. GARCIA Job Name: Gambocorto Daniel Residence CONSULTING ENGINEER,LLC. Job Address: 38721 9th Ave. CML/STRUCTURAL 17440N.E.4fh.Ave' North Miami Beach,FI33182 Zephyrhills, Florida 33542 Tel:(305)903-5705 Email:JgarclaMe&ulbokeom FLA.P.E.Licence No.78458 Job Number: 19-085 CHAPTER i: DESIGN LOADS PHOTOVOLTAIC MODULE SPECIFICATIONS i PV Module Brand= See panel'Cut Sheet Documen Type= Solar Module Series= See panel Cut Sheet document PV Module Height(H)= 0.125 ft PV Module Width(W)= 3.33 ft PV Module Depth(L)= 5.42 ft Operating Weight(Wt)= 41.89 lb All Structural calculations are made for worst case condition i La g bolts inside wind Zone 1 & 2 - Uplift Weighted Ave.for pressure= 33.24 psf FIND UPLIFT FORCE(U) Tributary Area each base(worst case)(At)= 2.75' x 4'= 11 sf Panel weight (PW)= Wt/ A each panel = 2.32 Ib/sf Weighted Ave.for pressure(Wu)= 33.24 psf Net Uplift Force = U = (Wu - PW) 30.92 psf. I I FIND TOTAL TENSION APPLIED TO EACH CONNECTION(Tt) Total Tension = Tt = U * At 340.08 Ib Base type and Manufacturer: Quick Mount PV. L-Mount System (QMLS) Manufacturer Allowable Tension 984 lb Safety Factor = FS FIND TENSION APPLIED EACH SCREW(Tscrew) Number of screws per connection(#screws)= 1.00 u Tension each screw= Tscrew = Tt / # screws = 340.08 lb/per screw with wind load in tension Per definition on sheet 243 of ASCE 7-10 effective wind area: "For cladding fasteners the,effective wind area shall not be greater than the area that is tributary to an individual fastener" Per section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design: Applicable load combination #5 (0+0.6W) Page 3 JOSE D. GARCIA Job Name, Gambocorto Daniel Residence CONSUL'nNG ENGINEER U.C. Job Address: 38721 9th Ave. CMUSTRUCTURAL 17440 N.E.Alth.Ave'North MIaml Beach,F1 33182 Zephyrhills, Florida 33542 Tel:(305)903-6706 EmWI:jgarcIa4*@cudooItwrn RA P.E.Lkence No.TOM Job Number: 19-085 FIND LATERAL FORCE(Ph) Lateral Wind Pressure W= F-23A-7—lpsf Lateral Trib.Area(each base)= 4- X 0.125 0.5 Isf Lateral Force = Ph = W * At = 19.26 I b Base type and Manufacturer: Quick Mount PV. L-,Mount System (QMLS) Manufacturer Allowable lateral Capacity 240 lb Safety Factor = FS = —1-2.4-6 FIND SHEAR STRENGTH APPLIED TO EACH SCREW(Vsc Number of screws per connection(#screws)= 1 1.00 ju Shear each screw = Vscrew = Ph/# screws lbl per screw CHAPTER 2: DESIGN OF SCREWS CONNECTING BASES TO EXISTING 5 T*RUCTURE ----------- US I­NG 1.0 LAG SCREW(S)PER BASE Diameter F---5/-1-6--1 in Minimum thread penetration = 2.5 in Existing jcture= 2" X 4" Wood trusses at 24"o.c. Page 4 JOSE D. GARC/A Job Name: Gambocorto Daniel Residence CONSULTING ENGINEER,I.I.C. Job Address: 38721 9th Ave.. CIVIL/STRUCTURAL 17440 N,E.Alft Ave.North Miami Beach,Fl33162 Zephyrhills, Florida 33542 Tel:(305)903-6700 Emalh Jgarda.pe®outlaokcrom FLA.P.E.Lkenw No.?MW Job Number: 19-085 LAG SCREW.DESIGN _ NATIONAL DESIGN SPECIFICATIONS FOR APPLICABLE CODE(S) WOOD CONSTRUCTION(2015 EDITION) 2017 FLODIDA BUILDING CODE 6TH EDITION SOUTHER PINE EXISTING SPECIES COMBINATION (2" x 4" WOOD truses @ 24 in o.c.) SPECIFIC GRAVITY(G)(TABLE 12.3.3A) G=0.55 LAG SCREW DIAMETER(IN) 5/16 DESIGN VALUES WITHDRAWAL LATERAL PRELIMINARY DESIGN VALUE 307 LB/IN(Table 12.2A) 140 LB(table 12J) LAG SCREW THREAD PENETRATION(MIN.) FOR A 3" LENGTH SCREW 2.5" (APPENDIX L-TABLE L2) PRELIMINARY DESIGN VALUE 767.50 lb Cd-LOAD DURATION FACTOR 1.6 1.6 (SECTION 2.3.2) Cm-WET SERVICE FACTOR 1 1 (TABLE 11.3.3) Ct-TEMPERATURE FACTOR T— 100 F 1 1 (TABLE 11.3.4) C9-GROUP ACTION FACTOR N/A 0.98 Cc-GEOMETRIC FACTOR N/A 1 (SECTION 12.5.1) Ce9-END GRAIN FACTOR 1 1 (SECTION 12.5.2) Cti - DIAPHRAGM FACTOR N/A 1 (SECTION 12.5.3) Ctn- TOE NAIL FACTOR 1 i (SECTION 12.5.4) LAG SCREW PENETRATION FACTOR N/A N/A FINAL DESIGN VALUE 1,228 lb 219 lb (TABLE 11.3.1) SCREWS NEEDED 10.27694 = 1 1 0.088 = 1 i SCREWS PROVIDED 1 1 MINIMUM EDGE DISTANCE REQUIREMENTS L/D = 2.5"/ 5/16" = 8 AND 8 >6 FOR SCREWS WHEN L/D>=6 REQUIRED SPACING= 1.5 * D = 0.47" (TABLE 12.5.1C) PROVIDED = 1.0" MINIMUM SPACING REQUIREMENTS L/D = 2.5"/5/16" = 8 AND 8 >6 FOR SCREWS WHEN L/D >= 6 REQUIRED SPACING= 5* D = 1.56" (TABLE 12.5.1D) PROVIDED = 2.5" Page 5 i JOSE D. GARCIA Job Name: Gambocorto, Daniel Residence CONSULTING ENGINEER,I.I.C. Job Address: 38721 9th Ave. CML/STRUCTURAL 17440N.E.4th.Ave.NwthWaml Beach,Fl33182 Zephyrhills, Florida 33542 Tel:(305)903-5706 Emall:)garda.pe®outlook.eom FLA P.E.Llcence No.78M Job Number: 19-085 CHAPTER 3: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD:CAPACITY _._. 1.0 lag screw(s)with 2.5" penetration into SYP= 307 Win* 2.5 in= 767.5 lb(withdrawal) Tributary area for the worst case.Zone 2 PV panels= 11 sf Net uplift wind load W= 767.5 / 11 W= 69.77 psf Net Uplift That is why 1.0 lag screw(q) (5/16"dia.)with 2.5" penetration to 5YP at 11 sf Atrib. per group of screw(s)have a wind load capacity of= 69.77 psf(Net Uplift) Actual wind load with 145 mph at 18 sf area Zone 1= 19 psf OK Zone 2= 31.5 psf 10 K' Zone 3 = 47.08 psf OK CHAPTER 4,:'VERIFICATION EXISTING STRUCTURE"WILL ACCOMMODATE ;ADDITIONAL, 6EAD`LOAD i Existing structure superimposed loads(estimated design loads): Dead load= 25+10=35 psf Live load= 30 psf Photovoltaic system superimposed loads Dead Load= 3 psf Life Load= 0 psf Assume Design Parameters: The exist.Structure has been built under a building permit and is in its original condition.The existing roof structure is capable of its code required loads and the ability of the roof structure to support LL&DL loads has not been substantially reduced by age of the structure.Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar system to verify that the existing roof is capable of supporting minimum roof live loads. I Page 6 JOSE D. GARCIA Job Name: Gambocorto Daniel Residence CONSULTING ENGINEER,U.C. Job Address:.38721 9th Ave. CIVIL J STRUCTURAL 17440N.E.4lh.Ave.North Mlaml Beach,F133102 Zephyrhills, Florida 33542 Tel:(305)9OM706 Email:Jgarda.pe&uftIc=n FL&P.E.Lkerke No.784M Job Number: 19-085 ;CHAPTER 5: PHOTOVOLTAIC'PANELS.ACTING UPLIFT L&A-67 7, 'All Structural. calculations are made for worst case condition °I Panels encroaching inside wind zones 1 and 2 Taken from sheet 5-2 - PV Modules Layout PERCENT OF AREAS DISTRIBUTION-(A) WORST CASE CONDITION. i Panel area inside wind zone 1 = 21 % = 3.78 sf Panel area inside wind zone 2 51 % = 9.18 sf Panel area inside wind zone 3= 28 % = 5.04 sf Total= 100 % = 18 sf WIND LOAD VALUES WITH 145 mph AT A 18 sf'AREA (P) Zone 1= 19 sf Zone 2= 31.5 sf Zone 3= 47.08 • sf CALCULATION OF THE WEIGHTED AVERAGE'FOR PRESSURE ACTING ON THE PANELS (Pave) Pave= (A1%*P1)+(A2%*P2)+(A3%*P3) 100% Pave= 33.24 psf PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) Panels'Uplift Design Load pressure(Pdesign)must be>= 33.24 psf_ i 1 . Page 7 MecaWind v2323 Software developer: Meca Enterprises Inc., www.meca.biz, Copyright n 2018 Calculations Prepared by: Calculations Prepared For: JUG CONSULTING ENGINEER Client: GAMBOCORTO D. RESIDENCE 17440 NE 4TH AVE. Project #: 19-085 N. MIAMI BEACH, FLORIDA, 33162 Location: PASCO COUNTY Date: Apr 26, 2019 Designer: JOSE D. GARCIA FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = B Wind Design Speed = 140.0 mph Risk Category = II Structure Type = Building Building Type = L Shaped General Wind Settings = ASCE 7-10 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SDB = Simple Diaphragm Building = False MWFRS = Analysis Procedure being used for MWFRS = No Analysis C&C = Analysis Procedure being used for C&C = Ch 30 Pt 1 Reacs =Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = No Analysis Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Building Inputs RoofType: Building Roof Type = L Shaped Gabled = Ll Width of End 1 = 18.000 ft L2 Length Along Back = 32.000 ft L3 Width Along Side = 52.500 ft L4 Width End 2 = 21.500 ft EHt Eave Height _ = 10.000 ft RE Roof Entry Method = Slope Slope Roof Slope at End 1 = 3.0 :12 Endl Roof Type on End 1 = Hipped HS1 Hip Slope at End 1 = 3.0 :12 End2 End2 Method = Gabled OH Specify Roof to Wall intersection and Overhang= Overhang Par Is there a Parapet = False OHType Overhang Type = None I I Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 7.000 Zg: Const from Table 26.9-1= 1200.000 ft At: Const from Table 26.9-1= 0.143 Bt: Const from Table 26.9-1= 0.840 Am: Const from Table 26.9-1= 0.250 Bm: Const from Table 26.9-1= 0.450 C: Const from Table 26.9-1= 0.300 Eps: Const from Table 26.9-1= 0.333 Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = Overhang OH = Overhang of Roof Beyond Wall = 1.330 ft Components And Cladding (C&C) Calculations per Ch 30 Part 1: (End 1) Zh = Shall not be less than 30 ft in Exp B [Table 30.3-1 Note 11 = 30.000 ft Kh = Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha) = 0.701 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 17.93 psf LHD = Least Horizontal Dimension: Min(B, L) = 32.000 ft al = Min(0.1 * LHD, 0.4 * h = 3.200 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 3.200 ft Wind Pressures for C&C Ch 30 Pt 1 (End 1) All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft psf psf ----------- ---- ----- ----- ----- ---- ------- ----- ------ ----- ------ FIELD 1 3.330 5.420 18.05 No 30.4-2B 0.449 -0.874 11.27 -18.90 PERIMETER 2 3.330 5.420 18.05 No 30.4-2B 0.449 -1.572 11.27 -31.41 CORNER 3 *3.330 5.420 18.05 No 30.4-2B 0.449 -1.572 11.27 -31.41 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length. GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] (Includes LF) For hip roofs with 7 Deg < Theta <= 27 Deg, edge strip and ridge press apply to each hip Per Fig 30.4-2B Note 6, Hip roofs with <= 25 Deg, Zone 3 shall be treated as Zone 2 I Components And Cladding (C&C) Calculations per Ch 30 Part 1: (End 2) Zh = Shall not be less than 30 ft in Exp B [Table 30.3-1 Note 1] = 30.000 ft Kh = Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha) = 0.701 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 17.93 psf LHD = Least Horizontal Dimension: Min(B, L) = 32.000 ft al = Min(O.1 * LHD, 0.4 * h = 3.200 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 3.200 £t Wind Pressures for C&C Ch 30 Pt 1 (End 2) All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft psf psf ----------- ---- ----- ----- ----- ---- ------- ----- ------ ----- ------ FIELD 1 3.330 5.420 18.05 No 30.4-2B O.A49 -0.874 11.27 -18.90 PERIMETER 2 3.330 5.420 18.05 No 30.4-2B 0.449 -1.572 11.27 -31.41 CORNER 3 3.330 5.420 18.05 No 30.4-2B 0.449 -2.446 11.27 -47.08 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through, 30.4-7 p = Wind Pressure: qh*(GCp_- GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] (Includes LF) I I MecaWind v2323 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright 0 2018 Calculations Prepared by: Calculations Prepared For: JDG CONSULTING ENGINEER Client: GAMBOCORTO D. RESIDENCE 17440 NE 4TH AVE. Project #: 19-085 N. MIAMI BEACH, FLORIDA, 33162 Location: PASCO COUNTY Date: Apr 26, 2019 Designer: JOSE D. GARCIA FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = B Wind Design Speed = 140.0 mph Risk Category = II Structure Type = Building Building Type = Enclosed General Wind Settings ASCE 7-10 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SUB = Simple Diaphragm Building = False MWFRS = Analysis Procedure being used for MWFRS = No Analysis C&C = Analysis Procedure being used for C&C = Ch 30 Pt 1 Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = No Analysis Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None I Kzt = Topographic Factor = 1.000 Building Inputs RoofType: Building Roof Type = Flat Flat Roof = RfHt Roof Height = 10.000 ft W Building Width = 23.000 ft L Building Length = 30.500 ft OH Type of Overhang = Overhang Parapet Type of Parapet = None Par Is there a Parapet = False OH ALL Overhang = 1.250 ft Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 7.000 Zg: Const from Table 26.9-1= 1200.000 ft At: Const from Table 26.9-1= 0.143 Bt: Const from Table 26.9-1= 0.840 Am: Const from Table 26.9-1= 0.250 Bm: Const from Table 26.9-1= 0.450 C: Const from Table 26.9-1= 0.300 Eps: Const from Table 26.9-1= 0.333 Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = Overhang OH = Overhang of Roof Beyond Wall = 1.250 ft Components And Cladding (C&C) Calculations per Ch 30 Part 1: Zh = Shall not be less than 30 ft in Exp B [Table 30.3-1 Note 13 = 30.000 ft Kh = Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha) = 0.701 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 17.93 psf LHD = Least Horizontal Dimension: Min(B, L) = 23.000 ft al = Min(0.1 * LHD, 0.4 * h = 2.300 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ft Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft psf psf ----------- ---- ----- ----- ----- ---- ------- ----- ------ ---- ------ FIELD 1 3.330 5.420 18.05 No 30.4-2A 0.274 -0.974 9.60 -20.70 PERIMETER 2 3.330 5.420 18.05 No 30.4-2A 0.274 -1.620 9.60 -32.28 CORNER 3 3.330 5.420 18.05 No 30.4-2A 0.274 -2.364 9.60 -45.61 Area = Span Length x Effective Width i MecaWind v2323 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright n 2018 Calculations Prepared by: Calculations Prepared For: JDG CONSULTING ENGINEER Client: GAMBOCORTO D. RESIDENCE 17440 NE 4TH AVE. Project #: 19-085 N. MIAMI BEACH, FLORIDA, 33162 Location: PASCO COUNTY Date: Apr 26, 2019 Designer: JOSE D. GARCIA FileLocation Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = B Wind Design Speed = 140.0 mph Risk Category = II Structure Type = Other Other Structure Type = Freestanding Wall General Wind Settings = ASCE 7-10 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = No Analysis I Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Freestanding Wall Inputs : Freestanding Wall = h : Height to Top of Wall = 13.000 ft B Horizontal Width of Wall = 4.000 ft Lr: Dimension of return corner= 3.000 ft s Vertical Height of Wall = 0.130 ft e : Solidity Ratio = 1.000 Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 7.000 Zg: Const from Table 26.9-1= 1200.000 ft At: Const from Table 26.9-1= 0.143 Bt: Const from Table 26.9-1= 0.840 Am: Const from Table 26.9-1= 0.250 Bm: Const from Table 26.9-1= 0.450 C: Const from Table 26.9-1= 0.300 Eps: Const from Table 26.9-1= 0.333 Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 30.000 ft Izm = Cc * (33 / Zm) 0.167 = 0.305 Lzm = L * (Zm / 33) Epsilon = 309.993 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.960 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.901 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 Main Wind Force Resisting System (MWFRS) Calculations for Freestanding Wall per Ch 29: LF = Load Factor based upon ASD Design = 0.60 hs = Overall height of structure = 13.000 ft Kz = Since z<15 ft (4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 14.71 psf MWFRS Pressures on Freestanding Wall per Fig 29.4-1: R = Reduction factor to account for openings: (1-(1-e)^1.5) = 1.000 Rc = Reduction factor for Case C not applicable since s/h <= 0.8 = 1.000 As = Gross Area of Wall: B * s = 0.52 sq ft B/s = Aspect Ratio: B / s I = 30.769 s/h = Clearance Ratio: s / h = 0.010 Cf = Net Force Coefficient for Case A and B per Fig 29.4-1 = 1.900 Case A: Resultant force acts normal to face through geometric center F = Design Wind force: qh * G * Cf * As * R = 12 lb Case B: Resultant force acts normal to face at a distance from the geometric center toward the windward edge equal to 0.2 times the average width Dx = Force Offset from Center toward windward edge: 0.2 * B = 0.800 ft Bldg Dept From: Bldg Dept Sent: Monday, March 2, 202O8:32AM To: 'Voltage Pro's' Subject: RE: Bnevand Solar out of Business,their electrical contractor taking over contracts outstanding. Hello Thank you for the update on the companies mishaps. In order for your company to move forward in doing the work in our jurisdiction the company must be registered to do work here in the City of ZephVrhills . Brevard Solar has only one building permit issued at the address of3O721Qmave this permit will expire onepri| 15m this date was given based on 9O day hard ship lx. If the work will not be completed there would need to be a new set of plan given and another plan review needed. We will need another noc because the one given is showing contractor as Brevard.The plans we have on file are ok you would not need to submit new plans only ifthe permit expires would m/e require that. We can do a contractor change on permit and keep the same permit#without new issuance for the cost of$30 payable in check or cash...if check make check payable to the City ofZephyrhi||s. . Jackie Bogeu 8]3-780-0020cat351] 7\m|o|havnhadfovyanrsio:hobeat!heLon]JemunChhotaoapersona\hiend.Hisionotaon*nd.amenudocthne.butbkyHe Himself wmhava.^ Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure' If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:Voltage Pro's<vo|tageprosmfOce@gnlaO.conn> Sent: Friday, February 38,2O2O4:2OPW1 . To:Voltage Pros<Vo|taQeProsOfDce@gmmmU.00mn> Subject: Bnmvard Solar out of Business,their electrical contractor taking over contracts outstanding. EXTERNAL EMAIL Good afternoon, I am sure by now most of you have heard that Brevard Solar went out of business and left about 250 of their customers hanging. I was with Brevard Solar for five years and didn't see this coming. Just plain old poor financial management and closed office on MLK Jr. Day in January. The electrical sub that had worked with Brevard Solar for about eight years lost a TON of money as well as a lot of clients. He is still stepping up to the plate to "make things right" with the customers and we will do our best to do just that. We don't want Brevard Solar to soil the word "solar" as their are about 1200 system out there already and they are quality work and the clients are very happy with them. The people that just have rail on their homes now are NOT so very happy! The electrical sub is whom I am working for now, and we are going back and trying to get the Brevard Solar clients finished up for a reasonable price. I have spoken to a few of the jurisdictions and they are all very understanding and are helping us as best they can in regard to existing permits. We will be changing contractors with those clients that wish to move forward with us and still have the same quality work that Brevard Solar provided for eight years and over 1200 homes. My questions are: 1. Do we just need a "change of contractor form" along with the new NOC? 2. May we use copies of the, plans, I didn't remove any original permits since they were not my property. Any that were in Voltage Pro's names were taken out by me, only because they belonged to Voltage Pro's. We have scanned copies of many of them, we are hoping that the files we recovered (computer) will suffice and we can print them on 11x17 paper so the drawings can be read. Right now they are in the computer all as 8 1/2 x 1111 as that was the only scanner I had access to at Brevard Solar. 3. We will be doing these changes individually since we don't know who all is going to move forward with us. Some have moved on with other companies and just paid the heavier price to get it over with. We understand. It is going to be some lean times coming up and any help from the jurisdictions to keep their residents happy helps us as well. We are going to be working on a tight budget to get this fixed and hope to be able to write it off as "marketing" and move on with new photovoltaic solar contracts in the future. I have met most of you on my visits all over the state over the years and can honestly say everyone has been extremely helpful in the past. I hope we can continue this good relationship now that I am on board with Voltage Pro's trying to clean up the mess that Brevard Solar left behind. If you can please send me exactly what will be needed for the change of contractor, I would be most appreciative. So far it has been a change of contractor form, new NOC and a letter from Voltage Pro's stating that Brevard Solar is gone and we will be taking over the permit number (listing permit number and address etc.). 2 Of course I will have to register Voltage Pro's with each of you and I will request the insurance certificate be forwarded to you immediately upon knowing which customers are moving forward with you and also setting up a new online account if necessary. There may be some that are coming up for expiration or are already expired, we really don't know because we were not granted access to any of this information. The doors were just closed. Many AJH's are waiving the fees and allowing us to renew permits since the owner of Voltage Pro's was in Asia until about a week ago. I will be watching out for all emails to update each AJH's "profile or cheat sheet" that I have built. Some of you may even have permits that haven't been picked up yet, we will need to get those changed over as well. I lost access to the Lori.WoodelI@BrevardSolar.com email a while ago and haven't seen anything come in. This will be a good address for the time being. I look forward to hearing from you and hope you all have or had (if you get this Monday) a great weekend! Best, Lori Woodell Voltage Pro's, Inc. Cell 321.271.5011