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Home My WebLink About21-1509 City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001509-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/09/2021 Permit Type: Add/Alter (Residential) Property Number Street Address 02 26 210010 06000 0070 38493 County Road 54 Owner Information Permit Information Contractor Information Name: CHIPPY HOLDINGS LLC Permit Type:Add/Alter(Residential) Contractor: JOPPA FACILITIES Class of Work:Add/Alter Residential SERVICES LLC Address: Pmb 170 35246 Us Hwy 19 N Building Valuation:$12,000.00 PALM HARBOR,FL 34684-1931 Electrical Valuation:$0.00 Phone: (813)928-1111 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$12,000.00 Total Fees:$150.00 Amount Paid:$150.00 Date Paid:3/9/2021 4:08:55PM 1ProjectDescription- REPAIR VEHICULAR DAMAGE WINDOW MALLS&ROOF jApplication Fees Building Plan Review Fee $50.00 Building Permit Fee $100.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. APA.P CONTRAC36R SIGNATURE PE IT OFFICEU PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a��sauozo City of Zephyrhills Permit Appl(callvn Fax-813a80-021 Bvadtng Daportmam Dote Received Z Plharm Contact tar Parmittlr7 OwAoesName uJ r Ownall'b"a'N9u�mmbber"p �(!� '��^fill OrmrrrsAdd7a�s 35+� 7A4 d o�vraho"Illar (� Foe Simple TWahotdar Hamo Owner Phone Number h Poo S1mplo TItlahotdar Address Al JOB ADDRESS Chi. 1 fJ � -35 J LOT SUBDIVISION PARCEL itAN Q "�(V - l 4 f p 0 6>Q a d'00! JOSTArnEO FROM MPOW TAXbrOT7CE) WORK PROPOSED � NSWCCNSrRO ADDIALT SIGN DEMOLISH INSTALL ri REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRtMNOFWORK 4✓� 'J"0 'Z;>AVvtA t A-4465 BUILDING SIZE .�W FOOTAGE I.�-:3,C HEIGHT [7�= VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL Is AW SERVICE PROGRESS ENERGY W.R.C.C. [7PLUMSJNG Is ,AID =MECHANICAL S /�, 'JALUATION OF MECHANICAL INSTALLATION =GAS Q 1 ROOFING ED SPECIALTY= OTHER FINISHED FLOOR(ELEVATIONS FLOM ZONE AREA MYES NO BUILDER COMPANY �X4r05 S12d.-0t I,GGC. SMRATURE REOSSTEAED Y I N . FEE CtrRr#3 Y r N Addrocs 3�S 0/ 1QG ,BABSprvA Uatursmk CSC:tuo ury D ELECTRICIAN COMPANY SIGNATURE, 'Y N FL�CVFSREa Y Ai Address Lfcansafl F_ PLUMBER Nj C014PANY SIGNATURE `� REGW tETtcA YIN r'EE aU,4Rtil, Add.. 1.1-vsnso MECHANICAL =IVA, COMPANY SIGNATURE REG ST-D Yr N , MCUnFmh Llai Address License N OTHER / COIItPANY SIGNATURE •" Rt riFST17IED Y r N FEE CS Z4 Y I N Addrosa LIWISa A 11IdT118111iIl9llillitillilll9171lifiill! ) illi9AiilII/ 9ili! lI9II )II RESIDENTIAL Attach(2)Pot Plans:(2)e013 orBlAiding Plans:(1)sot at Energy Forms:R-O-W Permit for now construrAon, ;dntmum ten(ID)wemking days altar submiltb data RMdred aorta,Conutrmbon ftM,Stommala Ptens W1 SRt Fcm;q irMtaflr4, Sanitary Facilities R T dumpstar,Site'Ara*Permit for subdMstons&:rIta projoets COMMERCIAL Attacth(2)completo sets of BWfdiaq Piers plus auto Sooty Page:(1)set of Energy Foim,.RA-W Permit for now construcSon. Nr4mum ton fig)wotldttg days aft submittaT data.Rog0W onstte,Cons:nrc6an Plane,Stormwater Plans Wl SRI Fen=grstatfed. Statw FaaTites B t tiumpster.SRO work Pamlt(or an new projects.AE=nmt requirements must meal rmnpiLmoe SIGN PENO Attmh(2)sets ar,Englneerod PUm. -PROPERTY SURVEY ragWrod farall NEW con hmtlan. Diroctlons: FRI out sppU=Wn completely. Owner a Contractor sign bark of application.notartzed lfovw=500,alloticoofComimr,temomtsmqutrod. (AiCupgmdas over$7600) " Agent(for the contractw)or Power ofAttomoy(ror the owner)vsnWdbesomeang vAthnotai Wletterfromc%=auahortngssmo OVER THE COUNTER PERMITTING (copy at%;=bvrR regwml) Rkanarp it zwlnt�pc Sevv= ScMeo Upgndoa A10 Fonces(PIaUSurvoytFaotagej :;. Drlvoways-Not over Coanterit on pub0amodways-needs ROW f h ; NOTICE OF OEED•R MICTIONS:The undersigned understands that thlspermit maybe subject to'deed'reswc*#s' maybewifth than County regutallow The umdersfwW assumes responsWty for compbanoe mM any UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSHMAM. If the owner has hired a contractor or contactors to trdartadce worts,they may be required to be licensed In accordance with state and local regulatlom if the contractor Is not ilcaned as required by law.troth the owner and contractor may be efted for a misdemeanor viclWM under state law. It the owner or Intended contractor are uncertain as to what Ihensft requirements may apply for the Intended work they are advised to cornet the Pasco County Building Inspection Section at 72M7- SM, FuNtermore,if the owner has tared a contractor or contractors,he Is advised to have the r(s)sign portions of the'cmatactor Block'of this application for which they wig be responsible. if yo%as the owner sign as the oontractar,that may be an indication that he is not properly licensed and is not entitled to permitting prideges In Pasco Cal mly- TIMSIMIRTATtON IMPACT/Si'M1ES 11WACT AND RESOURCE RECOVERY FEES: The undersgned underulands that Transportation Impact Fees and Rsamtcrse Recovery Foes may apply to the constroarm of now buildings,change of -use in WNW buildings,or awtsion of e>dating bltgdlmgs,as speoifted In Pasco County Ordinance number MOT and tl0.07,as amended. The undersigned also understands.that such fees.as may be due.will be identNed at the time of penro t og. it Is,further understood that TimnsporMon impact Fees and Resource Recovery Fees must be paid pft to 3i ' s Io release,the paid t t hermit Firifter torep If retease. If the project does M Pam County aterlSewer Impact film power Teas ire dim,they must be paid prlaf to pormItUsuencetnaecpordartce wrih a nllable Pasco Co"ordinances. "CONSTRUCTION L.Ii:N i.AW(Chapter•713; 160da Statutes,as amendee tivAtation of work Is$ZM 00 or more,t ..:• idly that 1. on applicant, have been provided with a copy of the'Flotlda Consbuction Lien Law,--Homeownees Protection Grime'prepay by the Rotlda Qeparbnent of Agriculture and Consumer Affairs. If the applicant Is sorneore otheathan the'owner',i certify that Me%obtained a copy of the above described document and promise In good faith to t� delhrer fttothe lowrneY prh�tosommenramrtent. :; r CONiRACTMNOWNMAFIMAVi3: t cerBly total d the iMomtation in this application Is accurate and Well work WE be done In compliance withall applicable taws regulating constructlon,zoning and led development. Application is f. hereby made to obtain a permit to do work and iron as indicated. 1 certify chat no work or installation has r" comma carl prior twis+wmce.of a permS:ard that ail worts will be performed to meet'standards of all taws regulating consbuctlom County and Gllyy.code%zoning regtdaRta»,and land development regulations In the jurtsdicti mm, t also oett*ltmnt I understand that the reVAGons of nther.gwerrpnorttagancies may apply to the Intended work,and that It Is my rebEllyto idenIffy what actions 1 must take to be In compliance. Such agencies dude but are not ihrnitad to: Degarinent of.EnvIronmental Prolectlon•Cypreas Bayheads,Welland Areas and Environmentally Sensitive Lands,Wator/Wast"plerTmalmed t. Seuthwast Florida water Nbrnageanent Qistri"elis, Cypress Bayfieads, Weiland Areas, Altering Watercourses. Army Corps of t:ngirmaers-Seawalls,Docks.Havigabte Waterwrays. - Department of Health &Rehabilitative Servloe8 tvtronmerdet Health unit Welts,Wastewater Treatment. SeptioTanks. US Environmental Protection Agancy Asbestas abatement Federal Avtetiorm Rulhortly-�trm'ays. 1 understand that the following r+eokbons apply to the use of 0. Use offM is not dlowed to Flood Zone"r unless expressly permntecL 0 the fig material 14 to be used In Flood Zone A. it Is understood that a drainage plan addressing a 'compensating volume will be submitted at tune of permitting which Is prepared by a professional ensinear gcermsedby time SiateolFlorida. • I the fill material Is to be used In Flood Zone'A'In,connection with a permitted building using stem wag construction,i�thaM wig be used orayto ftlh the"area within the stem vra L � N S mateft Is to are used in any area..1 cWy that use of such N will not adversely affect adjacent m be died for vkbft the conditiortaH theuse fflbuilding permit Issued unifet permit won,for lotsless than am whtahare etsvatedtylHl,an engineered drairnage plan Is required. l` N I am the AGENT FOR THE OWNER,i promise In good faith to Worm the owner of the permitting cormMons set forth In this ad6davit prior to o+arimen ft construotion. I understand that a separate permit maybe inquired for electrical work, plumbing,signs,wells,pools,aV comffttoni g,on,or other Installations not speoifitelly)iuded to the applicatlam A permit Issued shag be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any proiftrta of the technical codes,nor stag issuance of a permit prevent tore OWIding Otflotel from thereafter requiring a correction of errors In plans,construction or violaVons of any codes. Every permit Iscrted shall became invalid unless the work mdbwb ed by such penal is commenced within in sic months of permit Issuarm,or If work authorized by the permit is suspended ar abandoned fora period of abt ffl months after the time the work Is commenced. An ext"Won may be requested,in w dtbQ,from the i uPAI g ORkW for a period not to e>oosad ninety(00)days and will demortstate k istillable cause fdr the a dension. N work ceases for ninety(90)consecutive days,the job its considered abandoned. WARNING TO OWNER: YOUR FALURE TO RECORD A NOTICE OF CON MFRCBUW MAY RESULT IN YOUR PAYING TWICE FOR IMPROV4MENTSTO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT O 1 G YOUR FLt'>MA,NiM(F.8.117.03) og�WMMQR'ARiINT.es�ti�.eC`e.l.r� ygs —WTw�Nat! 0roduax! WhomeRyy�iowritiieiaoi ---- ,t� r�sr -71 ran +ri'l. - --e�m/�.`�... ��gl�tr&�(�I•t�tdRtf�s anameOrmuaaeYtrlrariHvaedaatam�ed tvameorwamryb�.F�asdvrammp�l y etAtNiziiatFNxcmrmamimFzsmrunpar ia� Notary Public,State of Florida .,sr" `ti LEVAH RENE CNUMMS COMOssiorM GG 284504 :; Notary fublk-State of Florida 1 ! My Comm expires Des 16.2022 Commtssion r s A 2170 2, T�,�.• t a ,.f My Comm.Expfreb Apt Z3,T022 • .+• " Bonded through N0orwI Notary Assn, JOPPA FACILITIES SERVICES Date: February 8,2021 Subject: LETTER OF AUTHORIZATION TO BOBTAIN A BUILDING PERMIT FOR THE REPAIR WORK BASED ON THE REPORT FROM ADVANCED ENGINEERING CONSULTANTS LLC. Report Date:January 21,2021 Project Address:38493 CR 54 ZEPHYRHILLS, FL.33542 To Whom it may concern: I Michael R. Brown authorize Ronald L. Peeples to,on my behalf,obtain a building permit for the repair work at the above specified address. I certify that I am the holder of the CBC License 1263600 in the state of Florida and the owner/Managing Partner of Joppa Facilities Services LLC. Address: 1325 Thornburg Rd. Babson Park, FL. 33827 Phone: (770)294-4910 Fax:_(863)456-4191 Email:m.brown@ioppafacilities.com Owner: Michael R.Brown '}'k4 LEVANfu liENE CHI-Stated ESS Flo Notaryfublk-Stateoiflorida Commission I GG 210321 0f.. My Comm.Expires Apr 23,2022 Bonded through Naha w Notary Am. Notary Public: Leyah Rene Childress: CLIENT INFORMATION Client: F and R Block Homes,Jose Sanchez Project Address: 38493 County Road 54,Zephyrhills,FL 33542 Client Email: nune1987@yahoo.com Limited Visual Structural Engineering Report of Visual Review of Car Crash j s � d i Job No: 21006 Inspection Date: January 21,2021 Report Date: January 28,2021 DVANCED ENGINEERING CONSULTANTS LLC Michael Koffman P.E. 67584 Engineering Certificate of Authorization: 28038 Website:www.advanced-engineers.com Address: 2651 Narnia Way, Unit 102 Land 0 Lakes, FL 34638 Phone: 321-794-6465 Email: mhoffman@advanced-engineers.com 2651 Narnia Way, Unit 102, Land O Lakes,FL 34638 Advanced Engineering Consultants LLC,321-794-6465 Contents Introduction:.........................................................................................................................................................3 Findings:................................................................................................................................................................3 Exterior:South Facing Front Wall.....................................................................................................................3 Exterior:Roofing Panels....................................................................................................................................5 Interior:Interior Non-Load Bearing Wall..........................................................................................................6 Interior:Ceiling.................................................................................................................................................8 Conclusionsand Recommendations:..................................................................................................................11 Exterior:South Facing Front Wall...................................................................................................................11 CMUWall........................................................................................................................................................11 Windowsand Doors........................................................................................................................................11 Exterior:Roofing Panels..................................................................................................................................11 Interior: Interior Non-Load Bearing Wall and Ceiling Plaster.........................................................................12 2651 Namia Way, Unit 102,Land O Lakes, FL 34638 Page 2 of 12 Advanced Engineering Consultants LLC,321-794-6465 Introduction: On January 21, 2021 Advanced Engineering Consultants LLC met with the owner of the multi- family complex at the above-referenced site to visually review reported building distress from a car crash. The purpose of the engineering report it to evaluate the degree of structural concern and provide recommendations for the repair of the damaged area. Findings: Exterior: South Facing Front Wall Front Door Placement INFILL WITH CMU Window Placement Figure 1:South Facing Front Wall,Internal View 2651 Narnia Way, Unit 102,Land O Lakes, FL 34638 Page 3 of 12 Advanced Engineering Consultants LLC,321-794-6465 Rebuild wall below bond beam per section detail. Figure 2:South Facing Front Wall,External View S i THIS OPENING TO BYC^ 1 INFILLED WITH CMU BLOCK AND REPLACED Shear Vertical Crack from Car WINDOW PER SECTION = Crash. MINOR DAMAGE �, DETAIL A = ALLOWED TO REMAIN.CMU WALLTO BE INFILLED BENEITH Figure 3:Shear Vertical Crack from Car Crash 2651 Narnia Way, Unit 102, Land O Lakes, FL 34638 Page 4 of 12 Advanced Engineering Consultants LLC,321-794-6465 Exterior: Roofing Panels Possible loose screws from car crash. See recommendations section of report. Figure 4:Metal Roofing Panel Loose Screws The inspection started on the south wall of the multi-family complex where the car crash occurred. This collision damaged a 152"section in length and 82"of damage in height of the concrete masonry unit(CMU)wall as per Figure 1 and Figure 2. T'here is a vertical crack in the CMU block above the temporary opening (this opening to be infilled to restored to its original condition with new CMU.. In addition,the impact caused the roofing panel screws to loosen which could lead to water intrusion and cause water damage. 2651 Narnia Way,Unit 102,Land O Lakes, FL 34638 Page 5 of 12 Advanced Engineering Consultants LLC,321-794-6465 Interior: Interior Non-Load Bearing Wall -.t LL � Figure 5:interior Wall Damage from Car Crash(East Looking View) SOUTH FACING EXTERIOR WALL 2651 Narnia Way,Unit 102,Land O Lakes,FL 34638 Page 6 of 12 Advanced Engineering Consultants LLC,321-794-6465 yam, Y i "0. I �r-• t.: t_. III _ . 4., ,. i 'd Collapsing Door Frame , .o q - ,.,•"mod r�. ,s, Figure 6:Interior Wall Damage from Car Crash(East Facing) 1. 1 { Figure 7:Damage due to shear from car impact to the Interior Wall Corner 2651 Narnia Way, Unit 102,Land O Lakes,FL 34638 Page 7 of 12 Advanced Engineering Consultants LLC,321-794-6465 Interior: Ceiling Figure 8:Wall and Ceiling Destruction from Car Crash As per Figure 5 and Figure 6,there has been significant damage to the interior non load bearing wall within the apartment complex. As a result,this has caused the door frame, leading into the bedroom,to start to collapse. In addition,there is cracking along the corner of the wall that can be seen in figure 7. Also, parts of the ceiling have been damaged due to the upward force of the sheet rock and wall studs pushing into the ceiling. The wall is in-between the two trusses above. No damage was observed to the trusses. After demolition contractor shall verify that no damage has taken place to the trusses. Contact Advanced Engineering,to speak with Engineer of record for any new findings. 2651 Narnia Way, Unit 102,Land O Lakes, FL 34638 Page 8 of 12 Advanced Engineering Consultants LLC,321-794-6465 Unit 38485 Unit 38487 Unit 38489 Unit 38491 Unit 38493 F 87 t - N Location of Internal wall damage (non-load bearing) Kitchen �5 BASM ! 25 Bedroom Living 8r Location of Car Crash Damage F. r .,''�' _ _� � �`• P-�__ ;r--- - ate • 41 M € V Figure 4—CONDITION PRIOR TO CRASH,FRONT ELEVATION FACES SOUTH 2651 Namia Way, Unit 102,Land O Lakes, FL 34638 Page 9 of 12 Advanced Engineering Consultants LLC,321-794-6465 EXISTING METAL ROOFING IN GOOD CONDITION.n10:C2-IN GALVANIZED SELF-DRILLING ROOFING SCREWS TO BE USED TOREPLACEALL SCREWS %TI1iIN 10'OF DAMAGE. EXISTING TRUSSES OBSERVED TO BE IN GOOD CONDITION EXISTING DAMAGED PLASTER CEILING TO BE REPLACED.PER 2020 FBC-RESIDENTIAL7TH EDITION SECTION R701 INTERIOR COVERS.MATCH EXISTING THICKNESS AND FINAL FINISH EX BOND BEAM IN GOOD CONDITION TO REMAIN c 1>0 P.T.GROUND AT ALL WINDOWS FOR CURTAIN ATTACHMENT AND FASTENING TO DRYWALL #6 BARS DOWEL IN CMU CELLS TO EITHER SIDE OF OPENING.&V4 6IMBEDDMENT INTO BOND BEAM(SECURE WITH SIMPSON SET XP-EPDXY, t DOWEL TO HAVE 251NCH OF OVERLAP WITH NEW r'f VERTICAL STEEL(SAW CUTFACE SHELL OF = NEW CMIU BLOCK TO INSERT#5 BAR AS z NECESSARY.)GROUT VERTICAL CELLS p CONTRACTOR TO SUPPLY FLORIDA PRODUCT m p O APPROVALS.CONTRACTOR SMALL INSTALL NBY WINDOW IN ACCORDANCE TO FLORIDA c� DAMAGED BLOCKS PRODUCT APPROVALS. ui SHALL BE REMOVED AND REPLACED PRECAST SILL W1 1X3 BELOW m BLOCK PAINTED TO _ 112"DRYWALL ON 1X2 P.T.FURRING EVERY&O.C.. MATCH EXISTING FASTENED EVERY 6"O.C_ON EDGE&ffi'IN FIELD R-5.7 INSULATION ON ALL EXTERIOR WALLS. `S IA\V FORM R402-2017 �z #5 VERT WALL REINFORCEMENT EVERY 4'MAX• W13000PSI GROUT FILLED CELLS WOOD OR VINYL BASE EXISTING FOUNDATION IN GO D CONDITION EX GRADE EPDXY AND ANCHOR NOTE: SIMPSON SET-XP EPDXY.95 REBAR MINIMJM 6"EMBEDOMIENT INTO FOUNDATION WITH MINIMUM 25"EXTENSION ABOVE FOUNDATION FOR LAP SPLICE.INSTALL IN EPDXY ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.MAINTAIN MINIMUM EDGE DISTANCE OF 2 112"FROM EDGE OF SLAB 2651 Namia Way, Unit 102,Land O Lakes,FL 34638 Page 10 of 12 Advanced Engineering Consultants LLC,321-794-6465 Conclusions and Recommendations: Exterior: South Facing Front Wall CMU Wall 1. The exterior south facing front wall should be repaired using#5 rebar dowelled into existing foundation AND at bond beam with a minimum of 6"embedment with Simpson SET-XP epoxy. Apply in accordance with manufacturer instructions. 2. It is our professional opinion that#5 vert. wall reinforcement is placed every 4'max, w/ 3000 psi grout filled cells. There should be a 25"minimum lap splice with#5 vertical rebar. 3. It is advised that the damaged blocks shall be removed and replaced, and block painted to match existing. 4. We recommend that all exterior cracks should be sealed to prevent water entry. For sealing it is recommended to use a whole surface sealant equivalent to Seal-Krete. If after sealing should exterior cracks continue to develop to widths 1/8"or greater, contact this Engineer or other professional for further review. 5. R-5.7 insulation should be used on all exterior walls, IAW form R402-2020 6. We recommend using a steel anchor that is epoxied into the foundation at 8"minimum. Windows and Doors 7. It is our recommendation that lx6 p.t. header is used at all windows for curtain attachment and fastening to drywall. 8. precast sill w/ 1 x3 below 9. We recommend that 1/2" drywall on lx2 p.t. furring every 6" o.c., fastened every 6" o.c. on edge& 8" in field. 10. Contractor to supply Florida product approvals. contractor shall install new window and door in accordance to Florida product approvals. Exterior: Roofing Panels 1. Upon inspection,the existing metal roofing is in good condition,but we recommend that #10 x 2-in galvanized self-drilling roofing screws to be used to replace all screws within 10' of damage. a. Tough 16 mm EPDM washer should be used to help form a water-tight seal. 2651 Narnia Way, Unit 102,Land O Lakes,FL 34638 Page 11 of 12 Advanced Engineering Consultants LLC,321-794-6465 t i Interior: Interior Non-Load Bearing Wall and Ceiling Plaster 1. The interior non-load bearing wall will be replacing existing non-load bearing wood framed all with 2x4 16" o.c. with existing electrical to be reused. 2. Plaster per 2020 FBC-Residential 7t'Edition, Section R701 Interior covers.Match existing thickness and finish Respectfully submitted, Digitally signed by Michae I VV Michael W Hoffman Date:2021 .01 .28 Hoffma.,'n' 7.47 _ , , .00 05 00 Michael W. Hoffman,State of Florida, Professional Engineer, License No. 67584 Advanced Engineering Consultants,LLC This item has been digitally signed and sealed by Michael W.Hoffman on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on the electronic copies. Per rule 61G15-23.004(3)(d)(2.)(When a digitally created seal is not used and paragraph(e)"A digital signature applied to an item in electronic form shall have the same force and effect as signing all of the individual sheets or pages contained within that item unless otherwise limited as specified in subsection 61G15-30.003(3), F.A.C." 2651 Narnia Way, Unit 102, Land O Lakes, FL 34638 Page 12 of 12 Advanced Engineering Consultants LLC,321-794-6465