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Home My WebLink About16-17485 CITY OF ZEPHYRHILLS ' ' S335-8TH STREET , . (813)780-0020 17485 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17485 � . Address: 39405 B AVE Permit Type: COMMERCIAL � � ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: ' Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 13-26-21-0000-00100-0015 Improv. Cost: 522,300.00 OWNER INFORMATION Date Issued: 6/27/2016 Name: CITY OF ZEPHYRHILLS , Total Fees: 15,989.56 Address: 5335 8TH ST Amount Paid: 15,989.56 ZEPHYRHILLS, FL 33542 , Date Paid: 6/27/2016 Phone: Work Desc: CONSTRUCT 10,000 SQ FT PLANE HANGAR FACILITY CONTRACTOR S APPLICATION FEES CANCO GENERAL CONTRACTORS INC BUILDING FEE 2,460.00 HAT ENTERPRISES LLC ELECTRICAL FEE 225.00 RIDEOUT & SONS A/C & HEATING INC �� MECHANICAL FEE 82.50 'PIPE PROS INC /�q,�,� ��`� PLUMBING FEE 142.50 � �� FIRE PLAN REVIEW FEES 600.00 �`� � FIRE INSPECTION FEES 30.00 �� i,,-�` - f�� POLICE IMPACT FEE 1,750.00 � � \�� , �i / � FIRE IMPACT FEE 1,630.00 �U�� ,p � � PUBLIC SAFETY 5% 169.00 �''- WATER METER RES 3/4" 473.78 �''� � WATER METER RES 3/4" 473.78 SEWER CONNECTION COMMERCIAL 6,030.00 Ins ections Re uired FOOTER 2ND ROU PL MB MISC INSU TIO CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY - PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. � REINSPECTlON 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 maybe additional restrictions applicable to this properly 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 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. ��_-"" - CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e+a�eo.00zo City of Zephyrhills Pcrmil Applicalion FaM•8�3'�BO'002� i BWIOing DnparlmpN _; � Dotc Rnc�ived �Z27, � i Phono CoNecl(or Pcrmlttln 13 7S� .. _ I "1'T f'll"11'7 Owner'a Nainc T�� L G Ownrr PAone Numb•r p�i3-T��. ' 3 I OWners Addre�s �D0�� d�l.� I (.�� 'r �,�ntr Phone Num6er r-� Fee Slmplr Tli�ehelde�Nam� C�3` l�F� O�r Pho�e Numbef Fec Slmple Tlllcholde�Add�ean S �� S�YCG� 1'1 r ) �f L 33 Sy Z JObADDRESS ��'�'�f O'� z[s �-,1�r�i�� A;�po��-- LDTN � SUBDIVISION � PARCEL ID/ ►3'��y—�OO p�0��0�'Qj 15 1087M(t0 fROl1 VROYENTY T�Y MOME� j WOR�(PAOPOSEO l:tW CONS7k A4UfALT O SIGN O Q DEA10LI6N I � MSTAII REPAIR / i PROPOSEp USE � SFfi � CGIAl.1 O OTNER � 7YPE OFCONSTRUCTION Q BLOGK �] FRAME Q STEEL DESCRIPTIONOFWORK ��mt�c.�--�cL::,s;, (,�4- �InVCY-'J1' Q�+d1�i�' J(VS��C�G�-' I"� r � ' BUILDING S{LE IOO�Od�(ZO�� SO FOOTAOE JO�OCb HEIGHT 2��g" Z�� t �GUII DING S OOO ypWATION OF TOTAL CONSTRUClION I �ELEL'TRICAL S ,� � AMP SERVICE �t�j Q PROGRESS ENEROY Q W.R.E.C, I 2 �7..� . � �PWIABING � I I,_/�.�C7 ' I T �]1.1ECMANIC�I. S .y VALUATIONOFMECHANICALINSTALU1710A' , J/�.�� [.�GAS Q ROOFING Q SPECInITv[� OTNER , FINISHEDFIOpRELEVATI0N5 � FLOODZONEAREA QYF.S NO , � , � BU0.DER coMPANY Cl�1"1��' �'CUC�R�d. (�vY-�C�-a� ��(q},� SIGNATURE REGISTERED Y�N FEe r.�aqfn Y/N � III AdOresa �7��. �! o-�IG � �T�i �L�7�•3 L�csne0 R �`��S�•J I_� i ��". ' i ELECTRICIlW � COMPANY � • '��/ SIGNATURE nECK�enEo YI N rceeuaaE� Y/N � �,aa�... o � l�k I��,r (Jn1 FG 33s''Iy �Ke,,.,x C U 7D i �PLUMHER OMPANY P� e. r65 , ZYIL• � &IGNATURE REOiSTCRFD ,Y/N FEEW0.NEA Y!N � �a,«S fl e 3 3s � ��o�,�� c 2 Yz , ; MECMlWICAL COMPANY 1L��C.L�+��5ty�—� i"��^ , SIGNA7URE RCGISTE(IED Y/N v[[ aat�. Y/N I ( I Addrcss I Licertse p i OTHER COMPANY li C 0��'T � sIGNATURE OLSTE4ED Y!� iECCURRE� Y/N i i Addless �cento k j fltlllltllllllllllllllllllllllllllllll � lllllllllllllllll11111111111 RESIOENTIAI. Anach(2)PIW Plane:(7J eafs o(Buibing Plans:(1)sel al[ne�9y Forms:R•O�LV vermll fa nek eonsWa�on, �i 6Un�mum Itn(1D�wo�kmg days aher su6mitlal dalo.ReQuircd Onsde,ConsW:wn Plans,Slormxalcr Pl�ns w/Sdi Funco uxfalkd. � SsmWry Fecddies a 7 tlumpalor,Slie Wmk Permd for au6Civisionn/Ixrge prdeeb i COMMERCIAL Altadi(2�mmplelo tcls ai Bu�b�ng Plms ptus a LHe Sofely Poge.(1)aet of Enerpy Faims,R-0�W Pertnn tw new consbuclron. kLnimum len(f 0�warkmg doys nlla submMal tlolo.RoQwed onsAa.LontlrueUen PWns,S�wmwaler Plnns w!Sid Foneo moiatlea. � Samltuy FecdNus 8 i dumpste�.Sde YloA:Pennil foi o0 r�wGmfetls AC comn�erdel mqurcemonls musl meel wmphance � SIGH PERMIT atlech(2)tols ot Engmaarod Plans. � ""PROPERTY SURVEY mqavca lo�ail NEW consvuclron. � .�• •LI � DirecNona:, Pilou!appLealton eompletaly' Owncr 6 ConUac�or sign back cl epD�ca6on,rolarac0 If over S]SUO,a Naliee ol Gommene�m�nt Is raQuired. �NC uppfaEes ovet 37500) " hgenl(b�lhc cunlrncto��or Powm a�htlorney((u�IhA mnnar)wtwk be scmeono vnlh nolenzea Icne�Irom o+mor aWhontmg samc i OVER iHE GOUNTER PERMITTING (eepy of conVOU requircdl pe�oola d shingles Sewura Service Upa�aOes WC Fences(PIcNSvrvey�Foolago� Dr.YeWays•Npt crm Coontei J ao publc�oadways.noeds RUW f f ��Print Form�� CITY OF ZEPHYRHIL.LS UTILITIES WORK ORDER I WATER ACCOUNT NO.: QATE: Jun 27,2016 � � OWNER/RENTER/BUSINESS: CONTACT PERSON: Scatt Canco i 3 � MAILING ADDRESS: 39405 B Ave PHONE NUMBER: 813-750-1222 , Zephyrhills,F�33542 EMAII.ApDRESS: ' � SERVICE ADDRESS: 39405 B Ave{New Hangar} SHUT OFF SERVICE OX , � WATER TURN C}N SERVICE ❑ ❑ SEWER � INSTALL MEfER XO ❑ GARBAGE READ MEfER ❑ OX IN CITY CNECK METER ❑ ❑ ��T�� OTHER ❑ DESCRIBE OTNER: 3/4 meter .L.��,�— � NUMBER OF UNITS pEPOSIT AMOUNT � ,I AMOUNT LAST BILL , i DATE MISC. CHARGE METER: FULL 3/4 � IRRIGATION W4RK COMPLEfED BY&DA7E ORDEFL TAKEN BY: Jackie Boges COMPLEfED ORDER GIVEN BY: I Revised 9/2010 Jacqueline Boges From: Todd Vandeberg Sent: Manday, May 9, 2Q96 3:46 PM Ta: Jacqueline Boges Cc: Rodney Corriveau Su6ject: RE: new eonstruct hangar ' Has to go through SPRC first. dw��i� ��j�:�� { _ ' � �R�.�, � �=. --.�.- � �'odycf 3�. 1Tanc�e Berg � Director of Planning Planning Department City of Zephyrhilis 5335 8th Street Zephyrhills, FL 33542 Phone:813.78QA006 Fax: 813.780.0005 vandeber�@ci.zephyrhi(ls.fLus "Jt's nof the Plan fihat's imporfant.... it`s the Planning" From:Jacqueline Boges ~ Y�� Sent:Monday, May 9,2016 3:17 PM To: Rodney Carriveau<RCorriveau@ci.zephyrhills.fl.us>;Todd Vandeberg�tvandeberg@ci.zephyrhills.fl.us> ' Cc: Nathan Caleman<ncoleman@ci.zephyrhills.fl.us> Subject: RE: new construct hangar 7HANK YOU PLEASE LET ME KNOW WHERE WE ARE WITH THE PROJECT CONTRACTOR IS CALLING FOR INFORMATION. , dackie Boges � &13 T80-0020 ext�51� `%�/take care o�arg c/rn�acte�;i�r4y reputat�oia�uil6 take care o�itsel�"D�ight L, Moar�j Florida has a very broad public recorcis Iaw. Eiectronic eommunications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail 1 , � �-�, -a, _. -.-� a� t C�• �N � � �.C�O� . GENERAL CONTRACTORS,INC. , CHURCH BUILDERS SOUTHEAST � A Division of Canco S�ott McBride � Pio%ect Manage� coryo�ace orrKe: � � 2502 Frontage Park Place Cell;(863)6063957 Plant City,FL 33563 j smcbride@cancofl.com Phone:(8131 750-1222 i www.cancofl.com Fax:(813J 750-1223 Licensed in:FL CGC1522546•GA GCC001772•qL 43001•NC 6fi433•SC G114232 General and Design-Build Cantractors•Construction Managers•Steel Buildng Subcontractors ' � ' _ t3,�� ` ' e�saao-0ozo City of Zephyrhills Permit Application Fan-813-780-0021 Building DepaAment . �� y'y+ ['saf�teceived i j T�� Phone Contact for P rmftt g 13 7S0 - A 22 3 Owner s Name T� ; �.L Owner Phone Number '7'J2"q 3 Owner's Address 1 b02� �7�fit �n T q pFwner Phone Number Fee Simple Titleholder Name C:�` �� O�r Phone Num6er Fee Slmple Tltleholder Address 53�� * S�-/CG} '�•1 �}�J �s �� 33 Sy;L r c�r�r �s- JOB ADDRESS/� ) I! 'r Or'� LOT p � J"L7 �0 �ViA�"i�.'� .,'4�c!. SUBDIVISION CEL ID# ��J'�'L��OOO'DO�d��C�JS (08TAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT � SIGN Q Q DEMOLISH e INSTALL REPAIR �,% PROPOSED USE Q SFR �COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL DESCRIPTION OF WORK l�'�f�J��.��{ (;� C��`J `y'i �1..�'�T�i ni5" .c�.v r.j `+� BUILDING SIZE I D�lV�d�C ZO�g SQ FOOTAGE �o�0� HEIGHT 20'8,/ ZS �� `UILDING $ VALUATION OF TOTAL CONSTRUCTION i , �BQ � �, �� ECTRICAL $ �q�,�� AMP SERVICE �� Q PROGRESS ENERGY Q W.R.E.C. �oG � s. � �� 1�A�. �� PLUMBING $ a ��,`� , � �CHANICAL 1 1 1 `� � (��'" , pp` �, $ �,�•�� VALUATION OF MECHANICAL INSTALLATION `J ,►„y �9 ,,(US,��--.� • �GAS Q ROOFING Q SPECIALTY � OTHER ��1�p'�' FINISHED FLOOR ELEVATIONS ri'��5 FLOOD ZONE AREA �YES NO � `�'i�'p� �li � ��'S/ O A} (/ � 'V BUILDER � COMPANY �'"''� L"�� C'�C.�G�—{� ��,� SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N Address ?.s�Z r� P�k 41� �itrL'�' • FL 335�3 Licenselt C �S�Sy G , ELECTRICIAN , GG �bRiPANY ��+�/ � ��/ �/'�j��;yf'_�� SIGNATURE S Q�;a EGISTERED Y/ N FEE CURRE� Y/N r �-��=�7�� n � �� r Address License# ��rµ+� 1 �'"'P')_� J��`.► � s,� PLUMBER n � OMPANY SIGNATURE �,�J � REGISTERED Y/ N FEE CURRE� Y/N � Address � License# - .{. - � � .. �v ��9, `-� MECHANICAL /_G� �, �COMPANY 1'-�k!�� f"M�� ' SIGNATURE � Q• � REGISTERED Y/ N FEE CURRE� Y/N �iF��I�1`i� ��c (A� Address License tl OTHER Q� COMPANY � t1 �IT C.O►�$'� �dUc SIGNATURE �� , �- GISTERED Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIilllllllllllltlllllllllllllllltlllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;('I)set of Energy Fortns;R-O-W Permit far new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sill Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(2)camplete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit tor new conslruction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit far all new projects.All commerc:al requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions:• Fill out applicalion completely. Owner&Conlractor sign back of application,notarized If over E2500,a Notfce of Commencement is required. (A/C upgrades over E7500) " Agent(for the contractor)or Power of Ariomey(for the owner)would be someone wilh notarized letter from owner authorizing same OVER THE COUNTER PERMIT'fING (copy of contracl required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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: Rodney Corriveau � � Sent: Monday, May 9, 2016 2:24 PM To:Jacqueline Boges<jbo�es@ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeber�@ci.zephyrhilis.fl.us> Cc: Nathan Coleman<ncoleman@ci.zephyrhills.fl.us> � Subject: RE: new construct hangar Hi Jackie, Just to confirm, This project needs to go through site plan review. It is my understanding the project was on hold due to an FAA review. I am copying Nathan on this email as well. Thanks, Rod ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Phone: 813.780.0201 I Fax: 813.780.0005 � Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a �. public records request, do not send electronic mail to this office. I I From:Jacqueline Boges -��.�_ �______ ____ __.______.-_---� -�----_--.___._ _—T�_______�_.�___.� ' Sent: Monday, May 09,201611:07 AM To:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: new construct hangar Greetings Todd and Rodney, Have new hangar going out at the airport is this project all good to go for permitting?The contractor is Canco. dack�c Bogcs 813-780-0020 ext 3513 '%�/tnke carc o�inJ c/raractc�;i�a�y reputa tioia�ill take carc o�ltscl�"Diaig/�t 6, Moo�i Florida has a very broad public records law. Electronic communications regarding most City i of Zephyrhills business are public records and available upon request. Your e-mail z � " 813•780-0D20 City of Zephyrhills Permit Appiication fax-813-78D-0027 Bui10(ng Departmenl Date Raceived phone ConuN ior Permltlla 13 7'S� _ �22 3 -1-T17Z-i'I Owners Name T� ; ' L G Owner Phone Number p L3`�)2 ' 3 Owners Address �d�Z'�'� d�d 1.�� 'r q�ner Phone Num6er Fee Simplc Titlnholde�Name C:�` r�M� O�r Phone Numbe� Fce Simple Titluholder Address S �S � S�'r�G}. �'► r j �f /'� 33 sy� JOB ADDRESS C:� � Z i It 'r OrL LOTl1 � SUBDIVISION � PARCEL IDF 13-ZL"2J-pe�oo-oD+ao'�15 �f (OBTALYEO fROM PqOPERTY TAY HOME) WORK PROPOSED B MSTALLSTR� REPAIR � SlGN � Q DEMOL(SH / PROPOSEO USE Q SFR COMM � OTHER TYPE OF CONSTRUC710N Q BLOCK Q FRAME � S7EEL DESCRIP710N OF WORK L��'M�L��L�«S1� L`��VI.��JI' ��+�1.T� N.S � C u ti 1� BUILDING SIZE IOO�D�I�(Z(�g SO FOOTAOE �Or�aJ HEIGNT 2O�g�' 2�� ' Q iCUIL0ING a p�� yqLUATION OF TOTAL CDNSTRUCTION I '[�ELECTRICAL E ^�.�,�� AMP SERVICE �t� Q PROGRHSS ENERGY Q ,W.RE.C. L 4 . p dPLU�dBING S ` I,�/G� �� _ ,}/��" � � � �,�(�-r �o i �IdECHANICr4L E �`+ y-J� VALUATIONOFMECHANICALINSTALLATION M [�GAS Q ROOFING Q SPECIALTY � OTHER , `�/'�,1 FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA QYES NO !/�/ l/ BUILDER � COMPANY ��'�' G'C��+ ��GY-�C�-�� {��„� �� SIGNATURE REG�StEREo Y/N FEE cuaREn .Y J N � Addresa Zs�Z r� afk Q� �VL'�'�i TL�J<<•3 LicensoN C '/5225`1 G ' ELECTRICIAN ��/ COMPANY Gl"� : -"�/ SIGNATURE � qEGISTEftED Y/N FEE CURRE� Y/N � Addrnsa ' U � � (t�t�C��++'h f `� �.�111 i �G �S�� Liaensa A ` (, /��✓ BLUMBER COMPANY i ' SIGNATURE � D � REGI9TERED Y/N F�cuar�l, Y!N � i i Address Ucense q � MECHANICAL COMPANY ('L��}"':�j�= �-��}�L^ • SIGNA7URE � REGISTERED Y!N �e uaaen Y/N Address License q OTHER COMPANY U C('� ��T SIGNATURE EOIS7ERED Y!N FEE CURREA Y/N Addiesa License b illllllllllltllllllll1111111111lIIIIIIIIIt111t11t11111111111111itt1 � RESIOENTIAL Attach(2)Plol Plans;(2)sets of Building Plans;(1)sel of Energy Fonns:R-O•W Pertnil iw new construa�on, t,linimum Ien(10)workmg days aller submittal dale. Required ons�le,Conslruction Plans;Slormwater Plans w/Sill Fvnce u�staued, � Sanitary FacaiUes 8�tlumpstor;Sile Work Permi!for eu6divisfonsllzrga proJects COMMERCIAL Altach(2J cample(o sets of Buildmg Plans plus a LHe Salety Pago;(1)set of Energy Farms.R-0•W Pertnil for new construcUon. Minimum len(10�working days afle�submitlal dalo. Roqurred onsno,Construc�cn Pians,Slortnwaler Plens wf Sill Fenco mstalletl, Sanitary Facildies d 1 dvmDster.Sde Wnrk Permil far all r,ew projects.Air�pmmerdal reqmremenls must meet comphance SIGN PERMIT Aftach(2)sols u1 Engineered Plans. ""PROPERTY SURVEY requ4etl for ell NEW tonstruclion. Oireetions:• • RII out eppi�colion complefely. ; Owner 8�ConUactor sign back af apphcaGon,notamed � j N over S25D0,a Notice ot Commeneement Is required. (A/C upgradoa over 3750D) � . " Agenl(lor Ihe conUactor)or Power o!Atlomey(!or Ihe owner)w�uld be semeohe with nolari2ed Ictler lrom owner euthorizing some ' OVER THE COUNTER PERMITTING (ecpy of wnUact reQuired) I Reroofs i(shingles Sewers Service UpgraOes A/C Fences(PIaUSurvey/FoolugeJ i � f Dr"�eways•Nof cvcr Cuunter�1 on pubi�c roatlways..needs ROW ' ' " aia-rao-0oza Gity of Zephyrhiis Perrttit App}ication Fax-813-784-0021 BuikYi�g Department DatTR�ceiv_T e�� Phony C_ omnlaT t�ar FetmlttEng 1�' 7SQ _ 122 3 4wner's Name ! ,r� /�/` L G Owner Phana Numbor ��03�.'"�i')2 ' �' Own�+tsAddress j��`'f �'?tfi� ,}��y_�,� {.}�.y.-1yrq,n, OwnerPhaneNumber � � �^+ .1..,�.,1�;��,G Fee Silnplc Tlticholder Name G�'�'V e�+�rJ' Zt rr�s�""j1'� Ownor Phone Humber '� Fec Slmpl¢Titlehalder Address �'335 � �'ttC�aL �'K r i �1C �� 3�ii y 2- J4B ADOR£SS t�...+^F' *y1t' Z t Il 't ��#"" L8T# �� SUBDIVI510N �^—� PARCEL IOH !3-�'�"ti'np0�"-od+�a-bt515 �___/,r'' (flS;A�tifO FROM PROPERIY 7AX N�7tCE� WORKPROPOSEp e NEIYCONSfN�;,� .ADDlAL7 C] SIGN �] Q DEMOIISH INSTALL Q REPAIR ! PROP4SSp USE � SFR COMM � 4TFtER [—f! ��—� TYPE OFCONSTRUCTION Q BLOCK Q FRAME � STEEI � 6E3CRiPTl4ti OF WORN �y t"n��Z�t.�i�tSi. L�}�d��c'Y:+5;- �t.►4t�t�' {tis�s .cTtv•.� i�t�c.t�i BUILDING S¢E I00�"l9fls(2.Q�g Sq FOOTAG� �Q��'� HEIGIiT Z��S�� +�+� �� UtLOtN�+ r1S VALUATION OF TOTAI.CONSTRUCTION L�.�.�o�Q . dIECTRtCAL S ��t�� AMP SERVICE �t� Q PROCaRESS ENERGY Q W.R.EC. ...... �PLUMBING $ � �,�� AIECHANtCAt S �.�} VAGUATtON OF MECHANICAI.INSTALtAT�QN 7/�.�`�✓� [�GAS Q ROOFiNG [� SPECtAl.N � 6THER FINtSHEO FLOOR ELEVATIONS r� FLOOD.ZONE AREA QYES NO � BUILDER � � C4MPANY �•��"'�' �.,'�"'A''�"�"-�/� ��+l�y"'1(4'�''�"�'��';((//4a,.• �� - SIGN/l7URE l aEG�easo Y f N c6E cuarep. Y/N aaare$S 2�t�3�. ��ux�z �� at�Q�r,c,t��kn�'_G`T�L 33SG 3 �,�8�58� e�.�::�s�2 sy L^I ELEC7RtCUW � � CCIMFANY G3"��'cf( � C 5! StGFtATURE REGiSTeaEo Y t N FEE cuaREa Y 1 N Addrass Licansau �� PLUMBER �jti � � COMPAtiY —� SIGNATURE � J [��,�J REGISTERED Y�/N FeEcuapEt. Y!N � Fddress �icense#�� MECHANICAI � �� COMPANY iL-k�,�t�� '�� V~I��.�� SlGNA7URE REGI9TERED Y(N �E cuunEn Y!N Address _� License N� 07ttER �, ._ COMPANY EY !{i�tT C �1rT{�:�t ./1JC`( SiGNA7tlRE �`� GISTEfiED ��Y,!N FEE CURREA Y/N Address �"�� 1Cty�is Ln �![��t{"�It ��L 3�'`J��S �icensex Cp�e 12��a �� I � � i'Ilzltt � tilll ! { ii [ liitititttlllittiltltlltlltlSlll ! ltttit � iltttl RESIDBNTWL Attach(2)Pfot Piens;12)sets of BuiMing Plens;(1)sel of Energy For.ns;R-4•W Pertnil(or new cnnstrucGan, Minimum len(10�workirg days 8ryer submiltal dale. Required onsi(e,ConslrucGon Plan5,Starmwaler PWns w!Sill Fence unslalled, Sanrtary Eacilities 8 1 dumpster,Siie VYork Permit toc sOtrd'tyis{pnsl3acge projeets coMMERCtat Attach(2�comgietc sats a!Buitden9 Ptans ptus a Life Satety Page;(t)sst at Enerqy Farms,R-6-�N Permit ier new mnstructie�. Minimum ten(10)working days 2fl6�suhmitlal dale. Reqmred onsile.Const�uc�on Plans,Smrmvral�r Plans wt SiI!Fenca mstalled, Sanitary Facdrties d 1 dumpstec S�te Work Permit(or all new pro�nWs.All commercial ruqu+remen(s must meel comp6ance 51GN PERMlf Altach{2)sets ot Engmeered P{aas. ""'PftOPEftTY SURVEY require4 for ari NEW cansWctian. Directions: Fi1!ottt appUwlian wmplatety. Owner�Goniracior sagn back at apppcaUan,nakeraed If aver 52500,�NoUce of Commenaement fs roqulred, (A!C opgrados over 575D0) " Agenl(for Ihe trontractor)or Pcwer a1 Attomey(for�he ow�erJ wou�d 6e someone vnln notarized letler from vwner aulhorizmg same OVER 7HE GOUHTER PERMIT7ING (capy ot wntraW required} Reraots�f shingles Sewers Service Upgrades AIC Fences(PIoUSurvayfFaalage) DrivQways-Not aver Countes�i an putai�c road4vays.needs ROW � � �`�� `" �`N. ��:. - T,z. ".2 ':�::- _ _�..�,�� 1 "�,�,�`��:..,� ,. �_�. ,�- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �,�'��V Date Received: ��l' l,f� Site: �%�.t/ �r" Permit Type: l�_�� S' G�� '. y�C��`�i'`C'....� Approved w/no comments:❑ Approved wlthe below comments: Denied withe beiaw comments: ❑ �i� i�`��'S csv-� �L��, �� 'IU��"a� ��i � �� '�� 'i �� tr� fi►�-� ,�fa`�- ��- C��'�iai.c�� .'r � ��:��a��a�s�: � Z . y'Z.�i� u ��. � �:;� � �i'°�.Tb�.��t*�?,�`��'�y^Y�.9y_--. ��_ .. I • 1 , Tliis comment sheet shall be kept with the permit andlar plans. G ne Brown— ire - Date Cantractor and/or Homeowner {Required when comments are present} I I _ - - - - - _ - �----Print Form -- - - CITY OF ZEPHYRHILLS UTILITIES WORK ORDER WATER ACCOUNT NO.: DATE: Jun 27,2016 OWNER/RENTER/BUSINESS: CONTACT PERSON: Scott Canco MAILING ADDRESS: 39405 B Ave PHONE NUMBER: 813-750-1222 Zephyrhills,FL 33542 EMAIL ADDRESS: SERVICE ADDRESS: 39405 B Ave(New Hangar) SHUT OFF SERVICE ❑X ❑X WATER TURN ON SERVICE ❑ ❑ SEWER � INSTALL MEfER �X ❑ GARBAGE READ MEfER ❑ OX IN CITY CHECK MEfER ❑ ❑ OUT CITY OTHER ❑ DESCRIBE OTHER: 3/4 irrigation NUMBER OF UNITS DEPOSIT AMOUNT AMOUNT LAST BILL DATE MISC. CHARGE METER: FULL IIRRIGATION 3/4 I WORK COMPLETED BY&DATE ORDER TAKEN BY: Jackie Boges � COMPLEfED ORDER GIVEN BY: Revised 9/2010 � Canco-HANGAR 10,000 SQ FT 39450 B AVE o umn SQ. FEET PRICE MAIN OR LIVING: - OTHER AREA UNDER ROOF: -� $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET ADDRESS DRIVEWAY BUILDING: $ 2,460.00 ELECTRICAL: $, 225.00 PLUMBING: $ 142.50 MECHANICAL: $ 82.50 SUB-TOTAL $ 2,910.00 TOTAL $ 2,910.00 SEWER: $ 6,030.00 WATER: $ 1,923.00 IRRIGATION: $ - �TOTAL: $ 7,953.00 WATER METER: $ 473.78 IRRIGATION METER $ 473.78 FIRE DEPARTMENT FEES PLANS TOTAL: $ 600.00 INSPECTION TOTAL: $ 30.00 PERMIT TOTAL TOTAL: $ 630.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,750.00 FIRE $ 1,630.00 5% $ 169.00 TOTAL: $ 3,549.00 SUB-TOTAL $ 15,989.56 PARK IMPACT FEES N/A SIF'S: N/A 100.0% $ - 1.0% $ - TOTAL: TIF'S : N/A 99% $ - 1% $ - TOTAL: $ 15,989.56 .�' _'_ "__" ' ._ '_'_ _. .... -' _. "__ .',' _ " " ' '_"" ' '`" - .. - _ -_- \ �� , - �!, ^ �� (I � �: Jacqueline Boges � ; ;�;:r{ ��;: - _ From: Bill Burgess , ` ��"% � <<�� Sent: Tuesday, November 24, 2015 1:09 PM �� + �'��(� = t�;; To: Jacqueline Boges � �� , ��;,, , ; ; Subject: Proposed 10,000 Square Feet Hangar � , Ia 'r , - ��; v �� ,-, -, The following fees are an estimate based on proposed 10,000 square feet hangar.' "i `�L; • t i;� -, time of permitting(based on final plan review approval and/or contract price). �� I�i . ��',�•, r ., - , Permit Fees Building& Fire......$2,500.00 Public Safety Fee....................$3,600.00 , ; Water/Sewer Fee...................$8,000.00 Tr�nsportation Impact..........$11,000.00 ' ��3-0 �� William A. Burgess ��p � ��-c� 3� 7O City of Zephyrhills - �a,'I'`�' c�'f Building Official . � ��,,� �o� �-`�' �, r C�" �,�,-, �.�-�e� � �,��" 'r/`��a �� l �� ' _ - -, j�,�-. �� 2�'�f��, (� ��S �- � � City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Mixed Use Warehouse No. of Square Feet ; y 10000 Impact Fees Within City Limits Outside City Limits Water Distribution System $ 1,923.00 $ 2,403.75 Wastewater Collection System $ 3,865.23 $ 4,831.53 Wastewater Treatment Plant Capacity $ 2,164.77 $ 2,705.97 TOTAL $ 7,953.00 $ 9,941.25 13-26-21-0000-00100-0015 � Pasco County Property Appraiser Page 1 of 1 Mike Wells Pasco County Property Appraiser Data Current as Of: Weekly Archive - Saturday,June 11, 2016 ParcelID 13-26-21-0000-00100-0015 (Card: 001 of001) Classification 89 - Other Municipal Mailing Address ' Property Value ' CITY OF ZEPHYRHILLS _ Ag Land $0 5335 8TH ST Land $17,279 ZEPHYRHILLS FL 33542-4312 ' Physical Address Building $0 39405 B AVE Extra Features $0 ZEPHYRHILLS FL 33542 Le al Descri tion (First 4 Lines) Just Value $17,279 PART OF ZEPHYRHILLS AIRPORT BEING PORTION OF NW1/4 OF SEC ASsessed (Non-School Amendment 1) $17,279 DESC AS COM AT NW COR OF SEC 13 TH ALG NORTH BDY OF SEC Jurisdiction Taxable Value $0 Citv of Zephvrhills Land Detail (Card: 001 of 001) — ---r----,---_.__— Line �; Use ��Description�Zoning Unrts Type �__ Price �Condition� Value ---_- , ! -�--�----_ -�- - -�-_ � 1 2000 AIRPORT OAP2 43,198.00� SF $0.40� 1.00 17,279 Additional Land Information _�___ (� A.��_—_�_ � FEMA - -�-__ Acres Ni 0.99 Tax Area { 30ZH i Code f -- �Commercial Code IZAP6CA Building Information -Use 00 - Unimproved (Card: 001 of 001) Unim roved Parcel 00 - Unim roved Extra Features (Card: 001 of 001) _� _� -- _ Line��__�Description ,__��-Year ��j� Units_-_ ----;--��_Value _-- No Extra Features Sales Historv Previous Owner: N/A —r---- Month/Year_B k/Page�— Type �j_ DOR Code � Condition I Amount_ 05/1947 � 0139 / 0137 � Quit Claim Deed � ` J i Vacant � ; $0 http://appraiser.pascogov.com/search/parcel.aspx?sec=13&twn=26&rng=21&sbb=0000&b... 6/17/2016 . , . 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 appiy 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 I Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone I 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 pertormed 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 appiy 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 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavil 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 oi errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF END TO OBTAIN FINANCING,CONSULT ' WITH YOUR LENDER OR AN A RNEY BEFORE RECORDIN OUR TICE OF COMMENCEMENT. FLORIDA JURAT(F. . 17. ) OWNER OR AGENT CONTRA TOR ' $yb cr' nd swor to r�ffr�edl b e t�s Su s ri e and swom t me ) efore me t is `� by �� /J by Who is/are ersonall kno e or has/have produced Who is/are ersonally kn wn to me or has/have produced as identification. as identification. I� Notary Public Notary Public Commission No. Commission No. me p�ry ty�$t$�,�a��f Florida Name of otarvt� d,printed or stamaed �'�� P*•� Notary Publfc State of Florida ; Katie Jeror ;Q . Katie Jeror � My Commission EE 2a6522 ' �pF p,o� Expires 06110/2016 'a �o° My Commission EE 206522 �� 'oFn� Explres06/10l2016 � i ` � ` 813-)80-0020 City of Zephyrhiils Permit Application Fax-813-�80-0027 iBuiltling Depailmenl OateRaauWed _ /�.23 �� Phone Contact for Permldln )3 750 OWner's Name TK L G Ownar Phona Number O�03`,J2 � 3 OWners Addmss 1 a0�,� (Q�� ,w „n �� 'r pwner Phnne Number ' Fae Simplr Tiiieholder Namc C: Z /'�k� R Oxmer Phone Numbcr Fee Slmple Tlqahoider Address 5335 � S�rCG�- �^1 � j Jf �� 33 Sy� JOBADDRESS Ci'�^ p� Z j fl �r pfj- LOT# C� SUBDIVISION PARLEL IDtJ 73—��'"�'��m�"��'��"�1S IDBTAWED FROM PROPERiY TAk NOTIC� WORKPROPOSE� NEWCONSiF A��/ALT 0 SIGN Q Q DEMOLISH e INSTALL REPAIR % PROPOSED USE � SFR '7�COMM O OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � g7EEL DESCRIP710N OF WORK l�'��L��CL��SSI. L`f L�n�`��J�N �d.dN� (VS -C u ti+ j�C1lj BUILDINGS¢E loo�odxzds SQFOOTAGE i�ip� HEIGHT zO�g�� 2� �� QB�UILOING S VALUATION OF TOTAL CONSTRUCTION 0 8� �ELECTRICAL 5 �,� R.�� AMP SERVICE 3�� Q PROGRESS ENERGY Q W,RE.C. � �r� �PLUMBWG s 6 �'�4,� �MECHANICAL $ 1� VALUATION OF MECHANICAL INS7ALLATION �!�.J� �GAS � ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA QYES ND BUILDER COMPANY «�`' G'C'uC'�L�'�+ C't.7�G�-�'Z' �`��[�� SIGNATtJRE REGISTF1teo Y/N FEE CUanEn Y/N Address ?.s(��. F( oJK 7�G �1T G FL�5�•3 LicenseN � ��522�� £LECTRlCIAN COMPANY �"�� ; �j� SIGNATURE REGISTERED Y!N FEECURREA Y/N Add�ess ��e g PLUMBER -�'�+p� COMPANY SIGNATURE 1 [J � REOI9TERED Y f N F�curir�. Y I N Address License�r MECNAHICAL COMPANY lt-�,�� ;'� �u��--� SIGNATURE r�c�srEt� Y/N �e cuaaEn Y/N Artdress S� IJ• /�r+�i,'1'��1 14tl� �' v/� L�c�etl AF�b Z. �� OTHER COMPANY �L' �1'� C O��'T SIGNATURE �YtEOiSTERED Y I N FEE CURItE� Y/N l7C Addrnss 4censefi � � � � � � � tri �t � � iii � i � � i� � � � �� ir � � iit � � t � � i � � � � � � i � � � � iii � � � i �� r � t RESIDENTIAL Attach(2)Plol Poarts;(2)seLs of Bu�ng Plans;(1)sel af Energy Forms;R•0.W Pertnil far rtew consUuction, Minimum len{10)warking days afler submittal dale, Required ansile,Conslruc6on Ylans,Stormxraler Plans w1 Silt Fence installed. SaNlary Facillties 8 7 Cumpsler,Sile Work Permil for subdivisions/large prqects � COMMERCIAL Atlach(2)compfelo sels ot Buitdmg Plans pius a Lile Salety Page;(1)scl of Energy Farms.R-0-W Pertnit for new consWUion, Mimmum len(90)working days atte�submittal tlale.Reqwred onsde,ConstrucLen Pians,Stort�twelet Plans w/Sill Fe�ae iretalled. ' Sarnlery Faedifies 8 1 dumpster.S�te Work Permit for all new projects.Ap wmmercial requirements must meet compliance SIGN PERMR Atteeh(2)sels oi Engmeered Plans. 1 ""PROPERTY SURVEV requ'ved tor ail NEVJ consWdion. DTrechons:• FII oul apRbca�on completely. Owner&ConUactor sign back of appticalion,nolanzed IT aver;2500,a Nollce o}Commencement Is required. (AfC upgrades ovet 575D0) " l�gant(fw Iha conlfaclor)or Power o(Atlomey{for lhe rnmerJ xrould 6e sonteo�e wdh notarized IeHet from o.mer aulboriLng same OVER THE COUNTER PERMf171NG (copy of contract requlred) Rerools if shinglas Sewers Service Upgrades A1C Fencas(PIoUSurvey/Footage) Driveways-No1 ovcr Counfer d on pubUc coadways.needs ROW I - ��E��RHI(�L� F�� PARTi��t�T 6907 Dairy Road, Zephyrhills, FL 33542 �IRE SER1010E USER FEES Occup�ncy Pdo.: Pl�n No.: Contractor: Business Name: Billing Address: Business Address: Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAfd REVIElI�FEES IIdSPECTIOfd FEES PERIIAIT FEE FALSE ALARAA FEE �ite Plan M/C Annual N!C Sprinkler $50 1st Alarm N/C MuKi-Family/Commercial .06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEN7� (Business closed until LP Gas $50 6th Alarm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEM1AS Fuel Tanks- Perwnk $50 STAkDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUflAP Acceptance Test $45 persyslem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FiRE ALARM SYSTENi Hood/Duct $50 0-25 Devices $50 FIRE ALARRA SYSTEWi Place of Assembly $50 Mnual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 ' SUPPRESSIOPE SYSTERAS B Recall Acceptance $50 Flammable Application $50 nnnua� Wet $50 OTHER �� Waste Tire Storage $50 Mnual Dry $50 Fire WalUSmoke Wall $15 per wall Generator<KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 Persystem Bio-Hazard Waste $100 annuai KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'z10'or greater $15 per tent Torch PoUApplied $50 OTHER Fire Pump $45 Haz.Materials $100 annuai LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 Exhaust Hood/Duct $30 �Natural Gas�nstallaUon $50 Re-inspection DBL � (Per System) (other than annual) �Spray Booth $50 � Inspection scheduled DBL B and cancelled less than 24 hours Construction Insp. N!C Emergency Vehicle A� $50 � FALSE ALARM PLANS TOTAL� IkSPECTION TOTAL�°� PERMIT TOTAL TOTAL� 6�:�° �� GRAPlD TOTAL �T� c , Comments: Date: � ' Inspector: �,(„� nm From: 04l20I2016 15:22 #786 P.009/009 � GEWERAL C4NTRACTORS,INC. TpMPA•ORLANpO . April 20,2016 City of Zephyrhilis Building Depar,tment � 5335 8th Street � ZephyrhiHs, FL 33542 Ta whom it may concern: This document will confirm my authorization to allow the following people to sign on my behalf for the purpose of obtaining permits for Canco General Contractors, Inc. John D. Prahl ' Scott McBride Rick Brown !f additionai information is required please don't hesitate to corttact me at(863) 259-9349. �....,...�.._ �� . �u��nutnii r�nn x ♦ `r � - � �"`�v --� The#oregoir�instrum�t was witnessed before me this 20th day af April,2016 by lanathan Ha{i •��i�w •� wwwi.wi��..I�ur.��.� �.� .�-- -'- _I .� .1 . . � �1 \� ,}r�a s.r� :.T��:Yr�r`r'�r i-i ri:iiir it+rr�►' � .� �_ r,..�_ 1 y �p� Natary PulNic 3tate oi Florida �' r.......:... ..li., ;� '�"_ �� . ---�--- /( �`-�. : �� : .:aua.rv��n t - �- - - ---_c --= - -___ -��'�'� - J(/J7' /�% /l,� w I/• /1 / - 'L _ '_ "_'_' ....'._..__ ; \_ �V �\;�~ �"�.-.......:".J":::.:....'.u�.0.��--�i�y�i•iuliVa 7�]70J Phone:813-750-1222,Fax:813-750-1223 General and Design-Build Contractors.Construction Mangers-FL CGC1522546 Sfovl R�dlr�inn Cnh�nnFroM...e C..,eil.:.,i..l��+ ...il��:�`�'."'' - '- :• -'-- -• •"'-"_ �^_.....�,..... ..�.....o:.::..a'.aii�4��.��n� TKM AVIATION, LLC 10024 OLD HAVEN WAY TAMPA, FL 33624 March 23,2016 To Whom It May Concern, This Letter of Authorization is being executed regarding an aircraft inspection facility project now in permitting,to be located on a leased parcel at the Zephyrhills Airport. We are building a 10,OOOSF facility on a .99 acre site. We have executed design build agreements for the project with Canco General Contractors, Inc. of Plant City, Florida.We are currently in the design and permitting phase with the intent of having building plans submitted in the next three weeks,and will appreciate your assistance in getting the project permitted and started as soon as possible. Through this letter I am authorizing John D_ Prahl, President and Owner of Canco General Contractors, Inc.to serve as Owner's Agent in the permitting of the project and also Danny Kovacs, PE to sign on our behalf regarding Civil Permitting of the project. ,�Respectfully Sub itted, �� ` �� Keith rrell TMKAviation, LLC State of �Qfl�C. County of�;1�Sbr9��k�� i Signed to and sworn to(or affirmed) before me on �c ��day of t r tW`�itn , 2016 by ' `�. 4`�rre f I �.rr Notary puhlic State of Florlde �'�� Katle Jerar 4 My Commission EE 20B522 �oF�o� ExplresOsl1o12016 Signature of Notarial O�cer I - This space for use by Clerk of the Circuit Caurt only. '-_ I I�IIII IIIII IIIII IIIII�IIII I�III IIIII�IIII IIIII IIIII II�I IIII � 2016057232 NOTICE OF C�MMENCEMENT Permit Number: Tax Folio No. The uaderstgned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the followine informa6on is provlded in the NOTICE OF COMMENCEMENT. ��A n /�• \••� 1. Legal Description of roperty(street address required): ►"�� Z�h'��s ��/�" QG+� ��,` Peil:. r y oyl a- r i m i 13 "T� AL4 w1d�� n�' SEG mm� � � � 2. Generaldescriptionofimprovements: COM,01Qi',y C.q✓L$�YT,LG�.�✓�, �+Ob�s� m � 4'/tl�4rf= ira.S.OGG�� a►.- '�l�'V • i 3a. Owner Name: %o►;'%o Le�r 3~ . �t� Owner Address• IOO 2�.) O� J.�� G � n vm.. 3b. Owner's interest in site: � ' e'�m f+ 3c. Fee Simple Title holder(of other than owner) C%�'1� O� L �+lir�'1i�l-s �� Address: 5�3� $'j� S�1'ie c 3' `�r��3�►.�I S . �'L 33 S4 � m 4. ContractorName: Canco General Contractors Inc. � x Address: 2502 Frontaqe Park Place.Plant Citv,FL 335fi3 Phone: 813-750-1222 5. Surety Name: /�.�� Amount of bond: Address: Phone: 6. LenderName: /v�/� Contact: —� Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.1"s(1)(a)7,Florida Statutes. ' Name: N/� v /=.ddre'ss: Phone Number: 8. ln addition to himself,Owner designates the followiag persun to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b?,Florida Statutes. Name: �t.�lre C�s�rrte/'eqI C��+��+°.f Address: 2SOZ.. �ion�'a►.,C� a� Q ��4�i�'�' ��' ¢t+ °hone Number: -� �3'Sl�3 9 Expiration date of Notice of Commencement(expiration dete is one(1)yea�from date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BY THE ONNER AFTER THE EXPIRATION OF THE NOTICE OF CONDI�NCEMEhIT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1�SECTION 713.13,FLORIDA STATUTES,AND CAN 1tF.SUL7'IN YOUR YA]7NG TW10E FOR IMPROV EMENTS TO YOUR PROPERTY.A N T1CF.OF COMMENCEMEhT MUST BE RECORDED AND POSTED UN THE �� JOB SITE BEFORE THE F[RST 1NSPECTION. IF YOU INTEND TO TAIN FINANCING,CONSULI'WITH YOUR LENDEA OR AN ATTORNEY �C HEFORE COMNIENCINC WORK OR REC INC YOUR TICE C9MMENCEMENT. ��\.►D �� ;� W� ��o ,Sign ure o Owner or Les. e,c�r Oxmer's or I.essee's Authorized O�cer/Director/Yartner/Manager . �R�� Vir r' x�4��Yh��Ze.�! p�1�,�e.�� -��d� tf,�J�_ Signatory's Title/O�ce V.w� STATE OF FLORIDA �pWi � A COUNTY OF Pe.s Lo � � ^ \ � The focegoing instrument was acknowledge before me[his , day of /"1'��1, 20�_, �� bY��LVi��h+�� ,as��_for ,��..�1 j�V 1 NAI�� C. ,�� x Personally Kno•.vn�OR Produced Identification �� r o Type of '" 3 . . � v Notery Public State of Florida •� � �`�P� ' � II . kafie Jeror , � r � 'My Commission EE 206522 - r Signature-I�'otery Public m �'�oF�o�' exP�resos��a2o�s � Under pe o , c th t ave read e oragoing end tl;at ttie facu stated in it are true to the best of my knowledge and belief. Signature oFhatural Person Signing Above - (A oopy of nny bond must be attachod ot Ne time of remfdaoon of this Notix ofCommmcrnirnq - Updated 29NOV2012 3��q��.�B� � • �Go STATE OF FLpRIDA,C�UNTY(��PASCI� �� • � THIS IS TG C��TIFY THATTHE FQR�GQING I�A • •. � TRUE AND CGRRECT COPY OF TH�p�CUMENT � TnG�,�,e�,.,,sz . ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � A^• * WIT E Y HAND D OFFICIAL SEAL THIS �' $� • °� DAY OF 2� PA LA S. O'NEIL,C E K&COMPTROLLER , �, ,. 188`I @ /�� ° ��C /Lv DEPUTY CLERK �rqTE OF�� BY I \ - � . CITY OF / / � � BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITi0�1 OR. CORRECTION � • � - • ADDRESS ��..� � ��_ � D�� PERMI� �� G�' � THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before tha job will be accepted. , , � �� S l n � ��= ��h� � I h � v� r �n � � J�N, �✓�c �� L�IIs 1�/��'� �2.—fi� r ��,1�� ,��r�'��.� ,, vrrv► i�r rU-P�E' f ' �,P�?/ Q(J S�i Q It is unlawFul tor any carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the woric with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR � � �,;-�i"`Y"r k4 ��a�� - �1�I��.T' �;:"��,.:, �Et1TTALS,IN�. ..,�y,,s�; W,4iV�R & R�LEAS�; OF' �IEI'� L�N�C�I��T�C}�A� F��A�I� �'A�,YNIE�T 't'l�c� im�er�i,�ned lietsc�r.111 C{t713RiC��T�lMUi1 t3I'1hr ti��ul pu�'lll�tll )tl tltL atllt)tllll(tO'S1(►.il I�i,°r��- ��a�i��es anc3 reaca�cs its lisil c�tlt€t't��It tt)Cl�tt�l � Eit�t7 it� tJle:Ctit�tll t�f tI3�.'l��.r�.�talii�tti,��statecf�rni,unt li�r l�E�r,serti�itcs cyr mat�ri�a�s furnashcd ti�C:�1ti�'(}t:E:�C�;'kl.. �`t}�`TR�C'T(}R4 t�'V�t3lq ��ll`,j��h c�I� T!€�'4�tc�t�te ('cx11c7i�ing d�scril�ed�rc��er��: TK4�4' 34518 A�VIr�T10N �►V�E�I�F: Z�:P�i1`�tHtLL;� �l�t�itlD�33��2 aased c�t�Janu�rv 18,,20�7 s��r�� • � L�,��c. Lisa 4tmon�-Be s��,Cr�ctit��ratiun�1�tana�;cr "I`he bi7r�*�UIIl� II1StfU#ilBilt'14�as ackn�ti�'��I�ci�ed beti�rc�mc b+� Lis��imone-l3ellum►�, �vhc� is�rso�iall;►� kr►vw�n ta me and zahc�did not fake�n oath.thi�: 1�#��'�ff�y c��.lanu r�,2[�17. � ..._.�.- ,,;,�;;.,. �!'��'y:� Pt�d�i.A VviCit�i� ` ,� MY�CO�fM°S:SIt.1Pd+'�'�FOBP531 ,� j �`2�;��s#�'� �}tF'Ii�E�J:�nca�ry�,g.2ti18 �a �tl12i1'� �t��li�' � �'1V71i.7`J9d9N83 I�IUIIRd�dWlc�r Up�y'7Q`��Cgl4i ' R()TI:: '1'liis R:;a stt�tuto�}� !'c�rnZ prescrikx'd !��►� Seclicm �t3.?iD. t�l_ 5inlules (l�)9fi). i:.ttecti��4 t.)rtc�her l. � !�t9b.a p�r:�on i�la�� nc.�t rcyuuire a ti�n{��tc�ti�rnish ��aiti��;r<}r r��ltz�s4 c�t'ii��n tl�t�t i�ciii'tcrent t'rc�m tlYc � st�tutory' Cot�tn� T'his dctcioment�r�p��r4�d h��. �_ti�cl��n� i'u�h �61 fs S�rC►i��:L7' lt�:n'1'�4.L:4, IPVC'. li�:t;l[l:'V 5—CREDIT 1��PAI�TM�;11'T 21)l5 D'er�etQr+ [2uw t?rl��d�, F� 32�(�9 �[!7-�ilb•1;91 Eu��A�•81t�-67+�(� - - - - � J.S.NAGANIIA,P.E. 11104-61ST STREE7C TEMPILE TERRACE,FL 33617 TEL.813-988-0727(O&F)CeU:8y3-748-0U13 E-N1ail;na�auai(a�va�oo.com ENGIN�ER'S CERTII+'ICATE—COMh�E1�CIAL$ITE PY,AN To:City of Zephyrhills: � I I,J.S,Nagamias a Registered Professional Engineer in the State of Florida,hereby certify #hat I have examined the Surveyed Record Drawings for the commercial site Zephyrhills Aircraft Inspection Center tha#was provided by W.C.Shecritl and Company.The site is I located in Section 13,Township 26 South,Range 21 East,Pasco County,Florida;and the f plans and specifications for the inc�provements have been substantially completed in E ' accordance with the City oFZephyrhills Bngineering Standards tl�fanuaI,Land � Development Regulations and other mwucipal ordinances. � rrrr��,� . Sxgna -- � ��`\ �� ' �qC,��i • " J.S,Na ia,PE ber 192,41 � ��,�,••'� , ucFNa�,'�1,,�� : �� 7g?4r ;�' : , i; 'I Da.te:January 5,2017 �- ' _ �Q; . STw * ; � (r. �� '7� / 1 )e i�� _ `6 • ` �f�s�o�R�pA�, .��Q.`�� i� ��i �9 G� � �: ��t'EN 11�,�� ,. � � ,. �. Y . �! E �� i f ' ;. � S3 1; . �: T(= i i� I �: �� S. �y i. � { N(iII�IfiHR CER'TRl , i` �. ( .. �, ;: � ' � MAP OF SURVEY SECTION 13, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNN, FLORIDA lE� ro rawo P Y�1 PoO P WOI PR D 4MP�TW a�� LPE TABE � � �� C Pf' uauM uYt 1014 ;n �piu� C�/�YC pl�� ' ,4 ¢C HCRM w, �,,`lo� NAYA IqIN AIlHCNI �� 14ROMLL11n l�5 BYIu � � �h� ��97 1 k�45IN0 QEYAIW .' � • � i1AEN19RN1f n� •�+ u� I mx�.�/L •\ ^YO/ � ¢\FA WI�1LLL l ��, "r+ �Z�, �\ p R.f. MO�ROOR r� •� ✓ � �� ' � H�� p a ucv�aw � °°� '•f�;r'�a��`Z. 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A � � �au�9,va�aTO1imLL.xa�m�v�wi�s�swaxw�oi�arwowo osc sr '� 1 � �ftl� ima�(wr /t � yl u�� i ul�n nLVAWn�E6]I NYT(MAYD.Oi I�� xl � I �s 'I C F i.. d u � ! � i� �$_ FdR.Y.CER71FlCA710N: � io a"�a. :o�• �. �' ra wromn m�r.vm wo�a snunv a za+[x ns oowrwhn a�tom � � MNTInOnI K I lBRNE MIE Y�P P�NFL 14 131o1W1.1N.WTIO 9YlOBFP$�I{. I � I� 1 T a. ;� su�veroa�s c�xnFlc�h: lICS QA➢{IS TWi 4 91R�iY n M�IIOOOIT'06^J6fD WK01 a�n Y�OG IWoo1 YY a SLPFAM3)1 MD 1X�T TR p4lMP NEiW!IS�Wl1C NO/.LV�RAR Yf➢N�I/AnOI G T�OifOf NO IFER 11E 9t/+OA�4 OF iMCIR F91t 4YIYET9 SET LIXM N OW lpl � � 31-n aT M fiwOA B011m aP WO 91�IKlaPS WmIUA IO SCna11RD]7.MIiM SL1i[SfI1N1i8 � �eq� :.:>Ih_ �� ' OAIE 1��h6 � 'MNFA C 91t]ipAl.A -P31L Ma_ �� iNS SWt£y N0T V.V1D UlIIESS WPPoN7FD WM NI ELBOS�D 9JHVEYqi'S gAL - W.0 91FARILL ANO COYPANY.uC p� mtl�m CRAPFIIC SCAIE ""a ihltr7 � � aA�tac.rvno.w�nc rL L-tl-1� � canco an�t cowt�croes AS-BUII.T SURVEY �� ay� � .,"�%.m:�o""m'��.m" `� �' yam� .r. �.o......�.�.��nd � r..r aa*^.o i or t , Jacqueline Boges • From: Jacqueline Boges Sent: Thursday, December 15, 2016 12:38'PM To: Todd Vandeberg; John Bostic; Shane LeBlanc; Nathan Coleman; Bill Burgess (bburgess@ci.zephyrhills.fl.us) Subject: development order Greeting Everyone, We were notified to do a final inspection for the new hangar at the airport.The below property needs your review/ comments so that the project will not be held up during final . Please stop by and sign the Development order book which is located in Building dept. if your department is satisified. If you have comments please make note to the building dept. FYI: Nate I received a copy of your email for items you need Todd as far as I know no final as built has been received. � Thank you everyone Name of Business: City of Zephyrhills Owner: City of Zephyrhills-Airport � Address: 39405 B Ave �Contractor: Canco General Contractors � • 1 Jacqueline Boges �� From: Jacqueline Boges �Sent: Thursday, December 15, 2016 12:38 PM To: Todd Vandeberg; John Bostic; Shane LeBlanc; Nathan Coleman; Bill Burgess (bburgess@ci.zephyrhills.fl.us) ' Subject: development order Greeting Everyone, We were notified to do a final inspection for the new hangar at the airport.The below property needs your review/ comments so that the project will not be held up during final . Please stop by and sign the Development order book which is located in Building dept. if your department is satisified. If you have comments please make note to the building � dept. FYI: Nate I received a copy of your email for items you need Todd as far as I know no final as built has�been received. Thank you everyone Name of Business: City of Zephyrhills Owner: City of Zephyrhills-Airport Address: 39405 B Ave ��ontractor: Canco General Contractors —� ,. � i � i f � . � �� T � ��r� � ��7i �c � i `�l'�. � '"r' � t � �� r� � ,"a,�.,, �(�y,y��,v..^ ,\��a}''��yr,� , 'bXvvtp i/d Le��-f�:f}�V i.Z:,�1..=•.J' SA Z Y.�n ) �n'r fa�;�C._� ��i'i�:',�',,T��!�1��j''�� {� �� M��r� � � i/,��,,� 1 t I ��1� c, j i r�/��r�,.4 � �� t�' J ij. , r r�v� , � 9f144 4_.J i __ � � � ' i! —..� >K-. _- - .�._�. �._...- . ^A..n'i��yYVv _ � J�'4 ra• � M•�� ' . � ��r��'': . 1 !Y w. '~t � " � . � f'�is „ � � � • ' � i �.� 4�'W:�`,. .-- - - �� ; .�n � � ' ��i�-Lv �� , , .,. � ' �,� . � Waiver ar�d �elease m� l.i�n ��nal The undersigned �ienor, in con�id�raiion vf the final payrr�ttt�n tt�amount of Ten T�au�ansl Five Wundr�dl t7o11ars and No�en�hereby waives and , relea�s its lien ar�d r'�ght to r��im a lier�for labor,s�n�i�es or mat�riai�furnist��d to Canca General Contractors, lnc. on the job of T�tN�A�oiation�Z�phyrhills Han�er--��nGo Jo�#�44�to tt�e fol�vw�ng d��cribed prQp�rty: ��ahyrhills Airpo�rt Mange� --� / D�ted 8rr _ _t f� �l 2016 I-, , :,�'�� e�U fJ�/�� f i'��L� {Q�c�r or�4�e�#) Titie A �Ca�us ConsQructsvn!nc �4�4�4 Fia#waod C�urt Trinity, �l. :�4655 T�ie faregoing m�truri�er�t w�s�cicnat�uled��d b�fore rne this �i r+� day�f , ....�._ D 4-I-v.��e,�._....___� 2016, by ��a-Z�r'r�- b_u..��.__ � — (Printe�i Name of Qf�'�cer�f Cvm��ny) � whq is personaliy kr�own t� rne. 1 p . �'��.:,..�.�.:r.:•-• ' �T � PA1'RICIA L,CHILQS ' t��ta�y Public C�n�mtss�n�FF 0&9663 ` - Exp�res M9tCh$1,201� � � N ��TIb�Qr1�10��0 ' {Print�d Narrtej ___ __ �.._�_� � 3�ly��omrni�sion Exp�res -_ _ 1 � � e4'4'4�V P�.\�ILLA �Y..��4O�a 6{6 ��0�1 U��9 �1��L��t�Y�E��' Th�und�rsl�ne�Jie�or,in c�nsi��ratipn o�#he finai paytne�t in fhe amour�t oF a�a�aaaeea�en a�sd NQ/10D E3o11ars'•••""•'�,{�*"°IO 00} h�reby��ives and re�ease�ifs]�en�nd nsaht to c�aim�lier�lc�r I�bar,services nr enateria6s gurt7i�i��d t��customer} fk�Ct?�l��G[�f�SYR49��'Fb�4 oru th�job af(properEy nrvr��r) to 4h�€ollawing aiescrib�d property� 395�8 AVIATQid,4l�F � Z�PHYRHlLLS�'L Dat�tt C�n fVov�mber 2,ZD1� RC�SEN �t1A�"�t�1ALS LLC �371 S}�V'J�FZASS Ct7F�P PICV��I' 5iJNR1S L 3�32 RU�'MOR9��t3 AGENT f��:E�lh!F�Q�� S�'A'�E OF��.f3R1DA COUiVTY flF BROWARD � �IE#��Y�E�iTIFY tFiat an this day, b�fone Y7s�, �n auth�ri�r�d age:�t ir,the State�fore�aid�n�s in t�� CBunty afatEsaid to`u��e�c��iowl�dgements, Fhe br�gqi9lg ingtrutnenl b�1�5��kf104NIeC�gGd bef�7t�rne by �3R�W RQSE�1 who is persanally kna�.vn i�a rr��n�+�iid no4 t�k�an oath. Sl.��Jf?A1 TQ d��VB]SIJ�SCRI��Q befiore me Qn the 2PlD ci�y ot'�9oR��mb�r�d76 . y'�"� �A�LA l.�Ou�l� � ' "�� ; =� •i MY COMh�ISS10h1 tJ FF�412fi$ � • , .� �XPIR�S JuRtt 47,2015 , i idG'f�9d:58 hfrn+�nNxa�s��xcw+ i -- .r_-..�.. ' 1 NpT�, Th1s fs a stad�tory form presc€it�ed by Sc��tion 779.20, Flor��a St�tufes(1�J9�), effective October�, 7996, , � ��er�ran may�not t�quire a fiznor fo fu��ish a 4v�ivef-o�rel�as�v/li�rr dh�t 6s a'affo,��rr1 frum the st�tufory form. � j I � ld�3S�T� �Ut�'F�R1.�1LS 1�71 5f1�4'�;Ft��S C_C)itP PtCl�'Y S[�ti�R15E�f i_ � i I � � � � Wai�er and Release of Lien �inal The undersigned li�no�, in consideration of the finai payment in the amount of Or�e Thousand Seventg-Seven Dollars and No Cents hereby waives and releases its lien and right to claim a lien for labor, ser�ices or materiafs f�arnished to�anco General Cantr�ctors, Inc. on#he jab of TKM Aviation-Zephyrf�ills Hang�r--Canco Job#1449 to the fiollowing described property: � Zephyrhills Airpart Hanger Dated Un � !� � , 2016 i `..'�'� � � fficer o�Agent) Title � American Roll-Up Daor Campany 211 Pride Road Tarr�pa, FL 33619 The foregoing instrument was a wiedged b�fore rne this��day o# ', 1 ; , Za�s, �v .�r �l .�- {Printed Name of Of�ioer of Company) who is personally known�o me. � { Pubi' ��r� � _ ,�„� (Printed Name) '�. ., �a� ' '� *��#�r�D944t My Commissian Expires: ��°`�°'`� �'°�'"""'�"��x�* J t�.��i�r�r �e�ei R�� c��L��a� �� T'S�e ur�dersigned lienar, in c.�n�sderation oi ihe�inai�ayment in th�amaut�t o! 5��e�b�n Fiv�FGaar��re�'�h�Dc�Flara and'��ei -�i t�4 CQeat�h�r�by t�1��V�S atad r�f��s�s itS li��r a�td r4ght to C(aAm a Ei�n far labt�r, servi�s or materi�Is f�mished tn��nco C�n�ra!�vnt��etors, �nc.an!t�job of'Cl6� �iva�tic�n-Ze�hyrB�iola hi�n��—Csnao.lob�444�Qa 1he fe�f0owing de�cribed DtaP+eny: Z�phyrhi�i��acp�l'�FE�n�flr D�ted On ! ,2�17 (1�� ( scer or Ag�nt) 7iite Ant��ch ��nir�c4ing LLC 48Q3 Charro Lar�� Rtant City. �L 33565 Th�for�goeng lrostru��nt��.�cknawledg�b�fure en�this��day of �a.N�t 20i7, by _ �'1 t`c.�,.,�L�� {Print�d P1ao�of O�ic:�+r P�arr�p�nY} who is p�rsan�lly�r�c�v�40�n�. �� 7 � PATRICIAl�CHILOB otary ubiec +s � C�#FF 009653 ' Eicpine..4 h�rCh 31,2D48 6c�d Rtu 4w/P�In kex�1A4a16+fi f 0 (Print�d idar�e) ��u� ta�y Commas�ion �xpi�e�, i � � I � ! i � �'Al�'IiR& Ri�1.l�ASl: liP()N I�'4N,�,1. I'1�4`I' P�i�e I aC 1 "l�A[VER �NI� ItEi��AS� �� L�EN lJ P�N F1 NA1� i'A'1'11j11�1VT Atl I yf�(1 't'he ut�ciersi�p4d Henor. i9�4onsidcratic»�nf thc tin�l��ym4ni in the amuiant od'�IU.UO hereby ►�•ai�4s�nd re:ic�s�s ils Iien�nd ribht tu cl7im� licn f't�r labor,SCrti�i�es nr malerials, im•t�iced tn AN'1'11)C:O� COi�'1'l�AC"fIN(i I.IyC ni�thc,j�ah{�I'CI'I�Y c:3t= "!_�Plil'Itt tlf.i_S(��►►�ieer),t��thr ii�ll��►in�;�lescribcrd pru�x.rt�: 39�35v�OU'f'(I AV(:. "I.EPIiYR,I1ILL�:ZEPHYRIiit.l_S A��IJNI('1P��l.;�1�{I'()K'I. f'f1�{'(�C«UN'I'Y Fl.Ultlt)A; I�r1'!'F:l:)t�n J t�I�t I.^f�1' I 9,?017 ;1�1 f�{.t)CK C"(�Itl�c_llt:�'17c.)?� � Iti17 S U1VtS1ON S�I" c7x�_� � �wso5a7��7 f3��: - f31t,n D t'v0 . I)Ci E. Plt{)I)UC'I"It� h'1rAN.qCil:IZ S��rc�rn to and subscribed 4iel�>rr m�tl�i5 JA1�'t_�Altl` I�.?U17 ,��;;�:�.�,� 8us�u�.AA1E�tiN � ,'+. �*.� Noury Publtr•Sbtb o!Fiottda `' ' �Y�omm.E�plra Nov 12,201� s; ��mt�f4ot1+Y fF 1#6�6 i ��. I Signsture c�9�lNalary f'ublic f'rant,l',�p�:ur St;�mp �~ Cammis�iuncd Statc uf I'larida N��m��d'Nc��ar, Public 1'cr�cm�jl�• Ptnc,►�� aX ()�t, I'roduccd Nl,� Identil icatic�n---- -- -- ----- 1'y��f Ideniificativn Produccd NfA �'t.lT�: Tlti.��rs rr xrrrtrr�r�i��irr7ld��J'i�,S�c�r•rl�eal!,i•,St•c�liun "1.3.5�, Fluridc�,47aiu1t�_�• 19�(. f_��'i�c�ri��c�Ck�rnhc�i� l. 19�1i. u0k�r:sn�i rrrc�i-r�nr rr�cfirirr rl lirrir,r lr��ir�Y11.tiI1 tl N•ui�•cri•vr��rlccr.�c��'lic��p 11iut i,�clil�'r•c�rlr.Ji•uu��h��.�7c71trlr;r't'.firrrli. .�� ------------------- � -- - - _...,.- - - �--- -- -- - -- - --�--— - - — - —-- s f < f � � t � ' l�ttps:,'hiactt�tl<�ricfc�.cic:n4ttiq<<�rk.afm,��s��bcarl'�1��iz.u�� i1a)r'301� � r � � � :� � � � � � , �V�i+ver�r�d �e�ea�e �f Lie� � �in�� T�e �nder�i��ed G�nor,ir�c�n$i��r�tiar� �f the fir�al�aym�n4 in th��mount�f ��ht Ha�ndr�ed�iitrr E�19�r��o�d�ta�+s�� h��by wei��s �r�d r�f�as� its la�n �nd right to claim� )�e�►fvr labcar, se�v�c�s or rn�#+��i�f�cr�fsh�d��ncx� Gen��al �ontr�ctors� �nc_�r��jab Q��'�C1�1�vtat��a�h��iil�Han�er Cara�s�J�b�IA4�to tt�fc�llcrw+in�d�s�bed pro�ecty; ?.�yr@i�ll� J�►�►r�H�o��r I � Dated C)n� l , 2Q�� . d�r�r�t' r�ae� ��k�r's P�ir�ting LI�C 615(V�rtt�O�k Ave�ue Ft. ��d�, ��33�1 T'h�#or�gc�6ng in��rt�r�t v��alcr►av�I�dged b�fcar��e this��d�y�f ��"�-ry' . 2017. by ,��{ :,r,,,�C� l��I,�e,- (Pc�nt�d Id�rn t��c��f��r+np�nY) �rho is p�r�an�l�y knauFen t��. ��r�.�� • �Io�R�bli� (Pr�nted N�rrr�� a�a��p� w� . ��Merc�91.2A1� biNy C¢mmissi�� it�s; a°�'�o�T�F�,�.e„�;,,�,� I I 9 d I 1hl�iV�r �r�d R�le��e �f Lien Final Th� undersi�r�ed lier�or, on c�t�sideratipn of the fina!payrnent in the emoun!of Ei�ht Mundr�i.Fif�r Dailar�a��No Cen�her�,by waives a�d rel�ases its li�n attd rlght to Glgitn a ii�n fc�r I�bor, �rvic�s of materia�s fumi�h�d to Canvo Generai Contr�c�oc�, ina on the 9ab of�'KN!Avia�n-Z�phyrhilf�H�nger— C�nca Job#144g to the foilawing described property: ��pf�yrhi#rs �irport Han�er �.��. Dt � a ed�n �_ ��., 2Q17 � `� (t�i�r ar�gent) Title Bif}Ass S�lutivns PO 9ox 63g7�� Cinei�nati, tJ�-i�52�i3-6767 �. `�ft�e inre�gain� instrurnent was adcr+�wledged �iein�m�this �day of 2�17, bY��.�P�.�,S�� . � � (Printed Name of�fiicer ai�crr�nRany) whc� is�etsanally k�pwn to me. J �,"�y�.�3. ��..�_..�`�=� �l+fii�'��!.Fi�c5640� No#ary Publ)c Nt��P�� 1 _- F �y�t,��'� �,_,��:_�� :��-- {�rint�i A�am�) My�orr�missiQn Expir�s� _. �'�_�`'� �.__`_ � W�iver and F�eleas�e of Lier� f inal The undersigned li��ror, in �bnsiderat�t�n of�he fnai payro�ent in the amaun#af �o�ur�'h�usanat Thr�e Mundred Sevent�,�iu� D+�Ilars and No�„ Cenf�he�eby w�ives and releases its lien and righ#to claim a lien for labor, services or materia0s fumished to Canco General Contractors, inc. on the job of TKM Avia�on-_�eRhyrhi�ls Hanger---�-Canco Job#1449�+o the foliowing describQd praperty: Z-e�phyr�iils A�r�port•Han�e� Dated On � � C �� , 201 s (4�i " _ t) T'�tle �volve Prafession�l Lands�ape PO Box 2362 i Bartow, FL 33839 Th+�fQr�gping instrt�m�rat was �ck�owledged befare me this�da�af � �.�C�I��P�� , 201+fi, by {'ti'1Gd�' ��U��a� � (Prin#�d Name of Off'icer Qf Company) who is per�on�lly knos+vn�o m�: ' � h otary Public .`'�0.1�v�t� . 1�1 r �1s �n tPrinted Name) :''�' .t vu,�e��:��M �^ •�- wav cc��asMo��s,��a ''' ��IS �Ot4 My CommissiQn �xpines: •..,.. 1N�iw�� t�n+d �t�1e��f L +�+� �in�l � l h� uf�er�,r�qn�el tr��r. rn �vr��id�r�ti�n �t tt� f�r�v�t pay�ant in tt�o� ar�►�.�nt �� r� 'T�lovs��n�l �iAh��!!�..ti.°�Y�E�� ars �nd �1it��Cwr�hht:r�� H1t��y� t�►AJ ��.y�l.'��t+�.�� i1� l��n �+�d rigt�t to �i�rrr� � ��n f�fi labar� $�C��_� , �x�,�t��ir:�ls furri�hf�c�l t� C.:ti�n� Uene�r€�I ��ntr��t�rm, Inc. �n t1�ta ja�at"t'KM �1vi��1�r1-�p�y+"�alis 1�a�rep�rp--�C+anco .�a��'�449� ta t!°�► ��ilawin� ��csibett� �r+��.;tty: i ZQFhy�hiits �4,lrport H�ngar � i�af�d �n �."'"',...�,�,� - -, 201? f �_ �--' -- .�--� � �" -�` � �,, - � -�� i � �� I �c�r t�r �er�t� �9rt4e ' 1-��rt EntetpriseS l��.G �d31{� Bts��k Kn�t�t Rc�d ' 1��Iricv, �L �3a� � ` ' T�s �ore��ng' i�#nrrn+e� w�r� ��kt�ov�d$�d b+�#o� r�� is 1�� is� �� ,; ; � � , �aa►�� , 2{�1�', b� _,,,_ .�„�� •� � u.v� � � �Ptir��i N�r� � +��t � Compac��) r �+i� � ��r�i+.�'�F+�l� �� . �� ' I �j �j a � �I��l '/ !,�I e� i �� n�� " i ......� � PAiRiC1A L t�ItL�B �' � � ' C�ian�!FF OB9�653 ! ��i� 17��`� �1�h 3!,2Q18 •.re n.iwy rd.�r..,boa�ssqM i� i� � � '' �c�m��an i�: � �. I � f � Waiver and Re�ease o� l.i�n ��nal Th� un��rsign�d li�nor, in cnnsid�ration of ih�fir4al payment in th�amo;�nt of 0�+� Thousand Th�� Hu�dred�l�ne,t�-Two [3oifars and E�r C�r�te h�r�by waives a�nd rele�€es its lie�and righ�to claim a li��for labor, services ar materials fumi�hed te C�nc� taener�i Coniractor�, Inc. on th�jab of TKI�! , Avi�ti�n-Zephyrhil�s H�ng�r�—G�nco Job#'l�+49 to the foilowi�y rlescrih�� property: Ze�h+yrhitls Airpo�F�anger 'I ��t� �11�_,_V_� � � , ��'�7 e ' ��'� /1 � ��ic�r or r�t� Title I Pipe Pr�s Inc 7�2 � Re no1d� Street Y Plant City, FL 33�fi3 � ��l �'h� fo�going inst�um�nt was acknawledg�d b�fore me this `°^daY of ��IA►►V�tal+ , 2017, by �� (Prita�ed I�ame�f Qdfi r of Ct�mp�ny} wh�is p�rsonaHy kno n 4� m� � �1ot�r��uali� � � (Prin#ed Name) � a� 5: I�` ��7 i � "�'p* �;on�FF oi7572 P �•. '� F.xp(rc+ss&tyg�5 31,2U17 . � �} �8 gp�Tho 1wf fa'�'w0 �. ��iu� � � ' ' " ' ' t � t f Waiver and Release of Lien Final The undersigned lienor, in consi�erat�an of the�nai payment in the artiau�t of Three Thousarod Six Hundred Dollars and No Cer�t�s hereby wan+�s and releases its li�n and rfght to claim a lien for IabQr, services or materials furnished T t� Canco G�r�eral Contractors, Inc. on the job of T�CM Aviatian-�ephyrhills ► } Hanger—Canco JQb#1449 to the foilowing described property: � � ' Zephyrhills A�rpart Hang�� D d Qn ��(� , 2016 � ��"" {Of#ioer or Agent) Tifle � Rid�out& Sons Air Conditioning 508 N ingrahart� , L.akelar�d, FL 33801 i � � � � The foregaing instrument w2�s acknowledged before me this�.d�y of 1 � � • � , 2016, by / .�� a ` lr��l - (Prmted Plame of�ff'i r of Carhp�ny} � who is personally known to me, ; � 4 �j /yA 1 �� I��'�'�,6`I�, � Notary PubliG � `��.�1.� �� z (Print�d Name) � � My Com�ission Expires: , :� :; � � L . ��s�aH�� , EXPEAES:;AuOust IZ�4017 � eond.d�aPa►b�,r�und.�n ;3 - - - - - - - - :� '4 - :� :j ; � e � ft 3 i $ ) n f � � W�iv�c and R�le� of Li�n ; Fi��! , i } � � The und�r�c�n� I�rior, 3n can�ider�timn�t�t�final�yrr��nt in tP��mvunt af � Qrr�Th�o�s,�,,,n�'�ve#iurt�red F1Hir�Ser�p»„��aa a,�,�.^„d Fo,rtv.�iv8 Cent� h�reby ar�o+��nd re��s�� its ii�n�d right to d�ian� t�n i�r iabar,�nri�s or � m�t�rials fut�ish�d t�C��acQ G�n�r�?Co�tra�or�, a�a�.o�th�job of TlCli�lf � l�vki�ort��hyrhi(i� H��rgt�r--��a�co:1ob�'1+1+�tt�the f�llo�q de�ril� � prop�rty: � : � �ephyrh111a�Ai��t Hartger � � a�t�d c�� t'-� o� -- , �o�� 6-3r; �,�f+..f/` � ��fir�r c»��t) '�it1e � � � �pragu�Corrtra�ting in�: . E 2615 Mart+�C�at#� Drive � Valrfca, FL 335A� � � t�' � "Th�t��gQir�� instrumsnt w�s ackn�ri�dged�for�rr�th�s �6 d�y of 9 � _�a.rJ �2�D1 l, bY_.....� ��P' � � r rti,.�. � � (R�inted Rlar�c�f�f`tt�r�f panY) � �vho is per�n�Ny kat�fa me. � � ,�,�a�.c`' � �� s (V�t�ry Pl�bliC PATRiCIA L,CNitDS � .r CO�ission�'F�Q89853 ;; �xp�s M�h 31,2Q98 +��f9�1t�d PV�m�) �an�utr�r�nq,e�no+�ooaee.tc�o I' a T9 1 � ;ti My C�m�►i�sio��cpir�: .�..._.. k� t' tf � ;j C' i' Y'�. ;i CITY OF ZEPHYRHILLS � •� - � 5335-8TH STREET (813)780-0020 519 BUILDING PERMIT PERMIT INFORMATION - LOCATION INFORMATION Permit Number: 17519 - . Address: 39405 B AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SITE WORK Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS � Est. Value: Parcel Number: 13-26-21-0000-00100-0015 Improv. Cost: 2,500.00 OWNER INFORMATION Date Issued: 6/28/2016 Name: CITY OF ZEPHYRHILLS Total Fees: 50.00 Address: 5335 8TH ST Amount Paid: 50.00 ZEPHYRHILLS, FL 33542 Date Paid: 6/28/2016 Phone: Work Desc: SITE WORK FOR NEW HANGAR CONTRACTOR S APPLICATION FEES - SPRAGUE CONTRACTING INC BUILDING FEE 50.00 L� � � � � .i� 2 Ins ections Re uired � FO TER 2ND ROUGH PL B MISC INS LATI CEILING FOOTER BOND ' DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPEC7TON 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 maybe 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 Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACT NA E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER $13-78Q-oo2o City of Zephyrhills Permit Application F�x-813aeaooz� , r ' 8uitding Department Date Received , . `.�phon�.Coritact�far`Pertniftiri V ` Owner's Name �{'�� . /'�'�'�Ct�'i0/�. . , Owner Phone Number . ` � Owner'sAddress �a�'�.�''y ��` �'I�V� �!�Y�y ��P� py�ner•PhoaeNumber � � Fee Simple TlNehalder"Name� � " �� pwn�r Phone Number ( .,� . � . ,. '�7t— . +;: - Fee 8(mple Titleholder dddress ; ' . , • . . JOB ADDRESS ��B�J s /�V�'' �c.°�'I� r i� S L4T# �� E � � -. ... . �. SUBDIVISION � � , � � PARCELID#' ��'�6'Zi'OC,C��vC+fCO" CJO/6' - - � � `(08T/UNEDFRQM'PROPERIYTAX'NOTICE) WC1RK PROPOSEA ` NEW CONSTR •� � ADD/ALT �' SIGN [� �Q � 'DEMOLISH � .� � + INSTAI;L 8 .- :REPAIR ,. , FROPQSED USE: �: SFR. Q COMM � -OTFtEFt' ' r� sr t- .t�" ' ' ; _ � : �- . . . .. ..,. TYPE OF CQNSTFtUCT10NM , :�] � "'BLOCIC�' . C] � 'FRAME Q 3.T.EEL [�: � � - DESCRIPTION OF WORK � S�'(„�Aer �;g 'n� (�-� ,�-�r� (�l,�G�(Cl�.. BUIL.DING SiZE',`� � $Q.F.QOTAGE;�?�� . ,.HEIGHT;,.�,�P,., . ,_ , .. Q BUIIDIi�lG , $ . _•.:�i=r-:.. t:,:::�,.»�... ._ .. ; ��^�.�" VACUATION`aF"TCOTAL CONSTRUCTION , �,�I QEI.ECTRICAC ��' AN1P SERVICE ' Q PROGRESS ENERGY '[� W.R.E.C, QPI:UMBtNG �$' ' �� - - � � QMECHAi�tIGA� � $ `V/1t.Ui41'ION,OF MECHAPIICA�rtNSTAltAT10iV �� Q�►s ,0 , �oo�i�v�. .,p s�ecia�rY -�� o�� p �� FINISHED F�OOR ELEVATIONS _ FLOOD ZONE AREA . �YES. NO .�:� . - ._ _ �UI�DER COMPAISIf : �_ �'as".,.�.1:'"t SIGPIATURE RE131STEREp , Y/ N.. �E Cuwt�n'� '�.Y/.N.. . , , - A�d�e�s '� .`~--- iC[� Ucense#�I � ELECTRlCIAN�,-, � 4, `. COMPANY F ` - ,, 1 _-� t, . SIGNATURE � RECaISTERED Y/ N �Gutt�n Y/N : ' 'y .. 'x� J ••� Address � x _.Ltcense•#; PLUMBER ' , , : COMPANY*= � = : , : . � , SIGNA►TURE � ' � . :REGIS.7ERED- «-�::Y/-aN � FEE:CURREA•' - "Y/'N.� � -. . , ... „ ... ;: � . _ _ ,, .. ;,_ ._. . ., , - ._. „- . . , . � . Addr��s � Ucense#. ' MECHANICAL; ' .� . . . • � � ' ,COiWPqt�tY . , �� -,;�.,< <. ;�, _ . SIGNATURE ' " . � , , ., , � ' REt3I,�STERED: ., , ,..>Yr;l'N,r - ,,:FEE:.CURRFP . Y/„N =�,', Address' . - : - ° . , � � � ycense# � ' �'. OTHER . �;.`�:,`;. �� . ` „ . , aCO1yIPANY �--y' P�'Ctl,,.3•GtL' '. .�A��7�T.,-��p.�3 SIGNATURE �` " 4� . .REGISTERED Y/�N. - ��;GURrt�P ,Y�/;N<-.., � ' �,::, �aares� ��j�� ,�'»�r�.�,.. cx��fc�;..;�.r -�;�c.1i��ccr � ° " �uc��se�#:�l�G .1�2��'€3� � . . -. '4' - '.;}-- �,%`r�iw,,.,,'�...,�.i.�� •f _ - _ _ r•1;Y6,�i^--j.i,t�;.i.t.,;,.'��q`gF,:,;: +.s-;.s '�i�g��i:r',. . ., t.' . � RESEDER�TIAt;.~,�:i0.ttach;2�„P1okP..ian§;2:'s`etsrofiBulliling;Plans,,.(1j,seti�of=Enetgj+=Fomis:'R=O=W�Pertriit:forneyr`,`:con"struc�on,- - .. , , _ c } c.�. - : , ,. h. .:� .... . Mlnfr�um,.ten=�10. w,orkln.gzdays,after„sutimlttal:tlate."Requlr.ed:onslte;-Cons��.� ,.``� „�..�'�•� . ��`.� � � , ,:(,4 )�µ_, r � tiucdon�Plans;�Stormwate�`Plansw/-,SIItFenc,elnstalled, . ::.,.� ..,. . - , -.: ,4...:_r . , . . ,. ...:.�.. . .. . SaMtacy.Fac�l4de.s?8�n4,dur�tpster;:Sfte�YUor�e�Pert►5it:fqrsutidfv#sli�risllaige'piojects'::_„�;;";�_ �'.�;,+•_', '__ ' - ' .. . _ COiIrIMERCIAL Aftech{3}`is6mplete sets�of Buitding Plans ptus a'L�fe Safety Page;(1}set of Energy Forms.R O-W Permit far new aaristructlon. I Ml�lmum ten(1Q)working days'after submlttal date. Requlred anslte,.ConsWcdon Plans,Stormwater Plans w/Sllt Fence Installed;,. , Sanlmry Facltitles&1_dum�ster..Site:Wotk,Permtt for�Il,new;priijects:Ali;`commesdat:cequlnaments must,meeY.compflance S1GN i�ERMiT Attac�"(2j sets of'Ei�gi�it�ereif�.Plar�s',::;a,�;r?`° � , . , , .` . � •""•PRqPERTY SURVEY requlred:for;all�NEW,constructlon..;_,;.;��._ - -- , ' Dire.cttons: �..::-�a..=;r� .: ...., ., _. �. _. .�_ .- .- � FIII out applicaUan completely. Owaer&Contractor sign back of spplfcatlon,natarized If over$2500,.a Notice;,of.Commencement ta requlred._(A/C upgrades over_57500)_, �._ , - .,i:t,.T.�y;�:;.�... ��. ... .4..__.... .,..._... .... --...n_. " qgent,(for ttie'cont'ra6ta�)'or.Powe'r'of Attomey(for tlie.owner)wou4c!be someane_with notadzed letter from owner authorizing same 'OVER`THE COUN.T.ER;P.ERMITTING=---:"��(Front•of�Appllcation Onfy)=` ' Reroofs If shingles Sewers Servtcs Upgrades A/C Fences(PlotlSurvey/Foohage) - • -- - ,, ,�_��;�t ., � -, _ ._ .. � . - - prlveways-Not aver Counter If on pubtic roadways.:needs ROW � -.?;:(. _ . . . - • .. , .. . � , '.1.. . � 1 ,";a.:.' .. ?3„ , ,,. " _ay�..a':.:'�F;•.:,�.i t�{/� �F DEED RESTR1CTtONS: Tn�:una�r�z��.ur,a�r�rar,a�;th�t�thl�;;p@rmi�i.may:.be,,sub)ect.tt�..".,deed"�r...est�ctlans°� . tSVE — ' .r. ,.�n�.r;, �r=r.k"'•7.' N^�'':.,�.cji''�'�'�,�5'l.::as�..i,:.;;. ' 'C:�,^:-., ':F'��` .. ich ma �tie;more��r.est�Ictive.�t�i��County,'rre�l�tforis�:°`�The�'r'inderslgried'<a��'umeg{reisp�`nsiblli'tj��#or-compliance'�with,any` , Y. � �� i�.;�:f.:f':�,- � � 7��GSb�$';.t��$if:T'@$�G�30115, _ :,t,�:f; �';4e'_�..,�.�'�;;�--:" ! ' - - - - -_, _ .�. , .-:. ,._ ,.r., ,.,..,...._..: ' ,.,; IUCEN$ED';;CANTRAC�ORS�:AND'�CONTRACTOR RESPON�I�I�lt1�3:�r�=if�=tiae�owner�ha�'�hir.ed°��"coritrectar�or e work :the ;me :;be:.r.e utr$tl:ito�be:,licensec!`=1n�:accordartce.iwith�state�.and`.laca!-,regu.l,atton5::�:if�.tiie�:h,°::'�;-,;;�,°� , �tractars to undertak , Yr Y., .,�.,�9._...,.:.� s : z- - -s..;..;�:��,-..r:....��,.ru: _ .. r . .: _ �tractor:;ls;.not�:ltcensed=a�;requtreil.Eby_law;.tiotYi�_tlie owner and�ccrtftactor�m�y�be��cltedrfor~�a�irilsdetinea�►ot vlotation _ , ier state law. If tfie owner or Intended>>!c�ntra�to,r�a�reYunaertaln-�as to what'llcensing,,requicements:imayr�appiy?.ifor��tfie=,�-;,��--��" ` ,.. ;. ;_ ..�,. .,.w�...,.. ._.�„.�.w a�tded`inrork�t�iey�are advised to:coritaat tFie Pasca�outify,Buftdfng;'Inspectfo��Q�vlsloci--l.tc•ens1��.Sec#ton,at 727=84t . , .., .,, _._. .. ,,_... . . ,,_.;...-�---..: )9. Furthernio�e,:�if'tFie=a�emer F�as"FiCri�d�'a conhar;tor'or conCractors,. he 1s �dvised`to have;�. e .cantractor{s)„sign., ,,,; _:-�...,.u:Y•t.�;�.. x,'�;.:. , r: � ^c�,:,;r..•. tlans of'the_"contrector Block".of.`_thls^_appltcatlon�tor.,vvhlch,they,:.wlll.,be;:re.sponsl�le.�,:,li�you:�{as'_.#l�e:oinrnei�_slgn:�as''tt'ie : ' ; itractai,#tist��riiay'be�ari intlicatibn th�it�:he fs�not':prope�jlicensetl�aiid is�.not�entitied�#c petini�ing pr�rileges,,in Pasca,. ;Y . . .. . '. �;r'r. unty. � ._. ; _- _, . . :.. .:,�.. ....._ . .. �,.._. . � . _ . _ ..r. �. , ANSPORTA'�I�N.:IMPJ0.CT/ti'i'lE.�1'�fES�1MRflC`1NA�b`�I�ESQ�lRCE R�CQ11�EtY-FEES;�Tlf{a�un+derslgrre�"iinders#ands '". t Trenspo�tatian Impaat Fees:and.Reco.utse Recove.ry-Fees may�apply.�,ta the i�onatructlon.,o#,new:builitlings;,sahange°of"�"�'°�" `�� .s � .... . :- r In exlstCng bu!ldings;fa�r,<;expa�isf�r�i�t:of��e�ls#i��5�iiltllrigs, as spectfled.ln Pas+c+a County Ordlnance_number 89-07 and � 07', as amende.d,;,:Th�.undetsigned aiso.;und+arsta�ds, th�l`suok fees;;as tnay�:�e.-due;;,witl:.be ideritffied at the`tiiiie�of�:,-A_,,;:r.,:,:-,...; ,; ` ,.�..,. . .,.,r-w� ... mitting. It Is fu�r'ft�e�'understood that Tra�i�po�tatlon Impa�t'"Feeg andF�i��Bour.ae';Rei�►.e�i��FeeswinusY be pald prlar to '� eEving a"cetflffcate�of�ocxupancy-"-�or�fltta�-pawer..=.�elease. �:1€�the pro��cct;,does:ti��irnralve.a�cert�cate af acc.�patiey=ar.:"��=;s,,�. ; :, . , :-_ ._.. d power_release,_#he��fees?;mu9t�.;tiisi paldr.prlor#o,permR Issu�nce. :F��kk�ermare,.�if�Pascmk:County:°Water/Sewerlmpact:: °-�••�� s are due��they_must be:pald p�lar to permiE•Issuan�e.tn_accon!'ance:wtt�:aPPltca�le�Pasco-County�:o%�Inances. �NSSTRUCTfON'tiEN,LAVIt(Cfiapter 713�Fior#da'$tatutes�aas emended); tf valuadon of work Is.$2,5q0.00aor:mor,e;J� ; � ;�-.�� tify that �, the.applicant,_.krave-�tieen-,provided.with.�-a��copy_:of;:�the_,�"FIo�Ida•�•Consttictian�`�Llert-Lavw-Homeowner's �#eotbn Gulde"prepared by ft�e'�FIor3�a t?eParttraer�t�of Agrlcutti�re and Cansr�m�sc:A.ff,alrs: 1�the appllcant is sotrteone: :,.,, _-.�.�� , ., er than thQ`owner"� I certifjr..;.ih�t;i;hav.e:,ophtned�a�copy.of:the:abQve:.d�s,c�ibe�d�:�Iticui�ent�and_:p;ro�l.se��in;g�Aad��:faith:to.; _ � fver it to�#herowne�'"�prlo��to.wco'tntrie�ceitrie�it:: r' �. ` , . : ,, . ._.� ." .." � `'="`-_ _ . ` �.:�. � . �NTRIICTOR'SIOYYNER'S AFFIC�AVIT: l.,ceiktiy�tbak alt°�the��:informetlonf;in�,thi�appllcetlon fs accurat�;�nd th�t all work �be done in campliance.wtth all.app!lcabfe laws�regt�Mating construction, zpning andrland�dev_elapmen�. App!lcatfon is , eby rnade ta, obtain-:a�.permit,._to��do,,.war1�;;,and;V itisteliatton as indtcete��:`�-:.;1.� certify�tfiat na worii-��or. ins�aitlation�fias nmencetl�p�lo� to Issuance of'a pemitt'�and th�f:all work w(II be perFarmed�to meet.:�.stand.ards,:of.all laws regula�ting- �struc�or�, Caan�j+ and C3Ey codes, zoning rogui�tlans� and Eand developmer�t r.egula#ions�ln�thie:�urlsdlction.�.=�1:a1'so� tlfy that I uaderstend that the regulatlons of other�govemment agencles may�apply::to.;thew.lntended:work, and that It(s - �esponslbilily to ldentlfy�wh�t.actions 1.must_t�ke:#o be�ln�cotrlPlfance;.,5uch;agenctea=laclude bu#�ars:nat Ilmi#ed,to: , , � y . �. .yt :e, f.,.i,..-,;., • Depairtrtien# of E�1vlronmental=Profecti�n�Cypress.'Baqhead�; 1�'lell'and-�Areas and Envlronmentally Sensitive Lands,WaterlWastewater Treatinent. � .� � � - � - Southwest l=torida W�ater M�nagerrien� ..:t�is#rtct-INe1ts, Cypress.x'8eyli`�ad�,=`.°WeNand Areas, Aitering � Watercourses. - - �� ' � . ; - Artny Corps of Englneers=Se�walls;Dacks,NavJgabte Watertinrays, - Depar#ment,of,.Hea�th::�,�Ret�a�illtative.�Senilces/Envfrqnmen�al•Healtti�Uhlt-Wells; Waste.water Treatment, ' Septic Tariks. � .. � , �', . i� , . _ . - US Enviranmental Protectian Agertcy-Asbes#os abatema�t. - �..Federal Avlatlon AutMonl,ty=Runways: � � _ �decstand that.#he:.fotlovu�ng.restric#�ons`apply'#o�tFie ase of fllt: - • Use of�fl is not allowed In Flood;Zpne"V"unless expressly_permltted. - If• the flll�materlal.`Is��fo_�e:::U$@C��I�1•�IOOi� -ZOR@. �A", !k. Is understoad=#ha#-a'dralnage�-plan add�essing a "comp�nsating vatume"wili b� submitted at#ime'of permitting which is prepared by a professiona) engtneer Ilcensed by,#hea�tate°of::Florlda: �....� -. - if,.tFi�.fl11:.mate�lal";1�-ta;.be used In �food"Z,one 'A" 1�}��ottnec#ior��tt�th:a��r'ermltted baild�ng using stem wa�t � conatrruuctton, I,cer;Nfiy that fill�:w111:ti�e.used only.to..T1q the..area;withln�the�stem?wall.. _ - !f fll! msteital�1s�to'-tie��tiseif :In any�ar�a;'1�certlfy t#tat .usa af siacti'fi1C wlll not`acivetse{y affect�ad�acen# prapertles. tf,use�af flli Is found to adverse��r�,�ffect adja�ent��pra�pertles�.the owner may be ctted tor yiofating• r the condltiqns:,of:tFie`ti�iili�tng:;pi�cmlt Issued�under tha�at�ached,permlt,�eppltcatlan�:for�lots less:than.�one (1} ; , acre whtch ate'�eievafetl�ti`y;fltl;.a�t e�gtneer�ed dratnage ptaii�ls requir'ed. . .. � :,, �m the AGENT.FOR;7HE:OIMNEM�;;'I;:prc'imise'In good falth to�lnfarm the•owner�:of.the.;permltting,condltlans.set forth In �-; �� ! aftldavtt`p�tor to=coi»rtienctng const�icttoit:"1'undetstend tFi�t a;separate perml#may be requlred far electricsl work, ;� ,, nbing, slgns, wefls,.;pools,,atc..condtflontng,.,g�ts�.or,other Inst��i�on"s not.speciftcatly lncluded•in.the�appllcallon. .A ;� nit Issued�sha0"be;cottst%ued.torli�i��a'Ilcenser.ta�proceed wltti`ttie wo�ti�end nok:as:_authoNiy-;to.violate��cancel;altet, or � _ ,' eslde any provlsians�of�-tFte:tecfiiilcat:cade�;�nor shalt Issuanc.��af'a.permtt.prevent the Buildirig C�icial from thereaRer,..,� .':, ; ilring a conectlon ai;errors�ln:plans;�ca�nshuctlan orvlolaUons.of�any-�codes: :�very�p�armlt-.tssued�shall become invalld � �:-' `' fss the wotk�authorized°!�y such periinit:�s-co�iimer�red�tn+t#tttn s�t,�mottths of�-petml#Issuar�ce, or It work authorized by .. ;;; �;; permit i's suspended:or.ebar�doned for-a�;pettod;,ofssl�e:(�)�monffis;�Re�the:tlrine�the�work�as commenced. An-extenslon -' � ► be requested� In wclting;.�from,'lhe-"Bulfding:�iflclal.for-a pe�lo�:;n�t-to:.ex�eed;�nlne!"y{90):�days:a�d wllf=deinonstrate ,:;? �, flable cause for.�t�ie extenslon.��Work,ceas.es�for ntttety{90}consi�cutiv�:dajas,..the)ob�fis�cons#dered�ba�rdoned: '"; �� _ •_ : . � .� , -.. . RNIN� TO'OWNf�t:;`.Y�,UR.�AIl:URE��Tt�1;.R�.G= ' = M•: :- 4 . _ � ..,,_ . �....,. .r_ . ,. �;�>.�•�. ..:.� �� ., . ; ; ,., :,.:, ; .., , .. . ...,.v. ...¢�:;A;I±I�TIGE;QF.COMMEW�CiMEMT:1�tAY�RESUET=1N�YflUR .. ;s �NG TWICE=FOR IMP.ROVEMEN�'JT;Tfl:.Y�,UEt P,RQPEf�T1F.:';IF�:YO.EI�I�'EIwD:"TQr1�iB�'�AIN}FINApEt�IG;�ONSULT : U D� `�O A �TO� s �O �a�� C '�'�• �Ell�l� NT�_._.--- - . . `�'� - . ` . �.::. -� -- tlt�A JURA�'�{F.S:1.1.7.03} , ; ,; , - "� > .- . . .. . • . . _, . IER OR AOEN7 COMTRAGTO� .� " albed and swam tc{or aNlrmedpbefora me#�f� ' ' StiSsaEbed'and'swotr�• (at'afRrmed tore me�tht� , . �� bY >�by rc�n�,v�o : S�a�c�� Is/are per�onally knawn to.me or�hasthave produced VYho:ls/ere.personallyknowri�td,m.e_oc�fa��p dr�o iaced. � -- as-lden��ce�on:�- - <• � ` ,asld�#i�caHo�: Notary Publlc . � Notary Publlc nlssMn Na.' t;�omn�Iselon.No. . ofi Nataty typed�Prtnted or stamped Name of Notary typed,Arin#ed ar afamped J o - " , S � •�� , ,� 4�,tj , -_ �1��>„�, .��.,�;"��;�a'n,�r,�'��'��:f t;�,/ . � � .� '.d�' " �i� 1 s 4_ � ' . . . A 4 �► A .,� ' June 27,2017 CANCO General Contractors,Inc. 2502 N Frontage Park Place Plant City,Florida 33563 Attention: Mr. John D. Prahl,P.E. Reference: Report of Concrete Slab Evaluation Existing TMK Aviation Hangar Zephyrhills Municipal Airport 39405 B Avenue Zephyrhills,Pasco County,Florida 33542 - RE&A Project No. 2825-15-023-SE-A Dear Mr. Prahl: Ramos Engineering and Associates, L.L.C. (RE&A) has completed the proposed Concrete Slab Evaluation for the referenced project in Zephyrhills,Pasco County,Florida. This evaluation was performed in general accordance with our agreement between CANCO General Contractors, Inc (CANCO) and RE&A . RE&A previously performed a subsurface evaluation at the subject site for the then proposed development and provided general recommendations for site preparation and foundation support in "Report of Subsurface' Exploration", dated November 2, 2015. We were contacted by CANCO on April 12�', 2017, to investigate the distressed concrete slab and provide stabilization and remedial recommendations. Below is a summary of the project deta.ils, our field observations and results of our explorations, along with our evaluations and preliminary recommendations for the subject project. 1211 Tech Boulevard, Suite 119,Florida 33511-9504: Phone 813-453-0935 Fax 813-653-1792 �'W�vV.Rc1IIlOS�llgill�e1�11b.�OTi1 . . Report of Concrete Slab Evaluation . RE&A Project No. 2825-15-023-SE-A Existing TKM Aviation Hangar - June 27, 2017 The referenced property, a hangar owned and operated by TKM Aviation (TKM), is within the western section of Zephyrhills Municipal Airport, and to the northeast of existing Zephyrhills Municipal Golf Course in Zephyrhills, Pasco County, Florida, specifically at 39405 B Avenue. The property can be accessed from�B Avenue on northwest. Below is a summary of field conditions. _ Summary of Field Conditions Observed • 'The existing development at site consists of a metal building, with a footprint of 100 feet x 100 feet approximately, facing southeast, and two concrete driveways, one to the �u southeast, and the other to the northwest of the building. The hangar is being operated as mechanic and maintenance shop for small aircrafts. • The general area of the proj ect site appears to be level to very gently sloping towards southeast. The building and driveway areas were apparently raised appro�umately 1 to 2 feet with fill material. A shallow retention swale/pond, an area approximately 30 feet wide and the bottom about 2 to 2.5 feet lower than the building floor level was along the southwest of the building. • The building is supported on steel columns spaced at approximately 20 to 27 feet. • The epoxy coated concrete slab inside building was cracked at numerous locations. The concrete slab in the driveway areas was relatively intact. Please refer to attached Test - Location Plan (Sheet 1) in the Appendia� for the building schematic and approximate _ locations of the cracks. Representative pictures are also attached in Appendix (Photos 1 to S). Review of Existing Site Information � Based on the results of the soil testing for the previously referenced report by RE&A, the subsurface soils at the project site consisted of loose fine sand(SP)with average N-value of 6 BPF to a depth of 4 feet, followed by medium dense to loose clayey and silty sands (SC, S1Vn with N-values in the range of 7 to 28 BPF, an average of 15 BPF, to boring ternunation depth of 30 feet. The groundwater was encountered at a depth of 13 feet below e�usting ground surface at the boring location. 2 � Report of Concrete Slab Evaluation RE&A Project No. 2825-15-023-SE-A Existin�TKM Aviation Hangar June 27 2017 • Based on the information provided by representatives of TKM and CANCO, we understand that as part of site preparation, 4 to 5 inches of top soil were removed and 1 foot of compacted fill was added and was left to set for about 2 months before concrete was poured. , • Once the concrete was poured (approximately 1 year ago) for a 6-inch thick concrete slab, the expansion joints to a depth of little over 1 inch were saw-cut on the same da.y, and the slab was left to set for about 7 to 8 months. The exterior and interior slabs were pinned together. • Based on the information provided by A-1 Block Corporation, the concrete mix design used for the project, Mix ID 3057FNA, was designed to have slump range of 4 to 6 and strength of 3000 psi. I • Based on the information provided by Taylor Testing Laboratories, the 7-day and 28-day compressive strengths of the 3 sets collected during concrete placement were in the range � of 2,770 to 3,790 psi and 4,670 to 4,870 psi, respectively. ' • We also understand that the fmal construction at the site was completed earlier this year, and the epoxy coating was applied on the slab in February of 2017. • The residents moved in and sta.rted operations in March of 2017, which was when they started noticing the cracks through the epoxy. Summary of RE&A Field Explorations ' • In order to evaluate the concrete and soil conditions, RE&A performed a series of nine (9) concrete cores — six (6) cores of 6 inch diameter, and three (3) cores of 3 inch diameter— in the distressed areas on May 2nd and 4�, 2017. Four (4) of the 6-inch core locations were hand augered, supplemented with dynamic cone penetrometer (DCP) testing. Please refer to attached Test Location Plan (Sheet 1) in the Appendix for approximate test locations. 3 � �� Report of Concrete Slab Evaluation RE8cA Project No. 2825-15-023-SE-A E�cistin�TKM Aviation Hangar June 27, 2017 • The concrete cores measurements revealed that the concrete slab thickness varied from approximately 6.6 inches in the northwest portion to 4.7 inches in the eastern corner of the building. Below is a summary of concrete cores collected from the slab. }. _ ;"l...i �P}'a " iff � - ":',.M`;.:+: _ t.�;�" CQRE`ID'� � y � A�eiage Heiaht(m) <A�erage�Width�(in:)° � x } 1 . _.. ,. �.. .. .. .. � .. � 6CORE-1 4.9 5 6 6CORE-2 6.25 5.6 6CORE-3 5.5 5 6 6CORE-4 6.6 5.6 6CORE-5 5.6 5 6 6CORE-6 4.7 5.6 3CORE-1 6.0 2.7 3CORE-2 6.6 2.7 3CORE-3 5.6 2.7 The combined concrete core thickness average was calculated to be 5.75 inches with a standard deviation of+/-0.679 inches. The cores were transported to our laboratory for further testing as needed. Representative pictures of the concrete cores are shown in Appendia� (Photos 9 to 21). • Hand augers HA-1 through HA-4 were performed at the locations of 6CORE-1 through 6CORE-4, supplemented with DCP testing, to depths of 3.5 to 4 feet. The borings generally encountered light orangish brown, medium dense to loose clayey sand (SC) with occasional traces of limerock and an average equivalent N-value of 18 BPF, to a depth of 1 to 1.5 feet below the soil surface, followed by grayish brown to very light brown, loose to dense fine sand (SP) with an average equivalent N-value of 18 BPF to boring termination. Groundwater was not encountered within the depths explored. Refer to attached Hand Auger Soring Logs in the Appendix. • Once representative samples of the soils were bagged and transported to laboratory for classification and testing as needed, the holes were backfilled with soil cuttings and the concrete core hole locations were repaired by a CANCO representa.tive. 4 Report of Concrete Slab Evaluation . RE&A Project No. 2825-15-023-SE-A Existin�TKM Aviation Han�ar June 27 2017 Summary of Laboratory Testing • A representative 6-inch core, 6CORE-6, was selected for petrographic analyses (ASTM C856), to possibly determine the cause of the distress and evaluate general concrete composition and characteristics. The sample 6CORE-6 exhibited two intersecting cracks, extending through the length of the core. • The three 3-inch diameter concrete cores from the site were submitted for compressive strength testing. • A representative soil sample obtained from the clayey sand layer was selected for Single Sieve Analyses (ASTM D1140), Natural Moisture Content (ASTM D2216), and Atterberg Limit Testing(ASTM D4318). • The petrographic analysis was performed by CTL Group and the results were presented in their "Report of Petrographic Examination", dated June 9, 2017. The report states that the concrete"e�ibits generally good physical properties evidenced by relatively hard and dense paste", "well consolidated without large voids", and does not show any evidence of ' deleterious reactions involving aggregates and/or paste constituents. The report also provided that the estimates for water-cement ratio of 0.45 to 0.55 (mix design is 0.55), entrapped air content of less than 1% and 15 to 25% of residual fly ash particles, and that two layers of steel wire mesh are identified to be embedded between depths of 3.1 to 3.4 inches and 3.9 to 4.3 inches. Based on the examination of the core,the report states that the cracks were apparently present before the epo� coating was applied. CTL finally I summarizes that cracks are a result of plastic shrinkage, a possible outcome of rapid � evaporation of moisture from concrete surface due to high temperature, low humidity and high wind speed. • The concrete compressive strength tests were performed by Faullrner Engineering Services, � Inc. The results indicate that the compressive strength of the concrete was the in the range of 2,930 to 5,360 psi,with an average of 4,300 psi. • The laboratory tests on the representative soil sample collected from within initial 1 to 1.5 feet indicate that the fill soils constitute clayey sands with 29% clay with a liquid limit of 28 and plasticity index of 14. 5 Report of Concrete Slab Evaluation RE&A Project No. 2825-15-023-SE-A Existin�TKM Aviation Han�ar June 27. 2017 Evaluations and Conclusions Based on the review of the current surface and subsurface conditions, e�sting soil and groundwater water data, laboratory test results, the following evaluations and conclusions are formulated: . • The subsurface soils constitute competent soils. Even though the sands utilized for compacted fill indicated fines content (percentage of clay of 29%) much higher than recommended (less than 12%), given that soils were fairly compacted with equivalent N- values in the range of 8 to 24 BPF, with an average of 18 BPF, and that they are at a higher elevation than the zone of fluctuating water level (active zone), and that the thickness of this layer itself is limited to 1 to 1.5 feet, it is our professional opinion, within a reasonable engineering probability that probability of expansion and contraction, and/or consolidation settlement of this layer is quiet low, and hence did not contribute to the concrete slab distress. • Based on the results of petrographic examinations and concrete strength testing, it is our professional opinion within reasonable engineering probability that the concrete placed at the project site was as specified in the concrete mix design, and is fairly hard and dense with strength equal to, if not exceeding, the requirements. However, given that the concrete was placed in hot summer months, it is our professional opinion that inadequate protection against rapid moisture loss during the curing process, may have contributed to the shrinkage cracks experienced by the slab. It was also observed that the concrete appeared to have experienced rapid set at several locations. It is important that the concrete slab surfaces must be protected from rapid drying in the first several days as the concrete cures and hardens. It is usually accomplished by avoiding hot and dry conditions,by scheduling concrete pours during night time, and then prevent evaporation by use of a combination of ponding, sprinkling and wet mats. In our professional opinion, it can be concluded that the concrete slab cracking is a result of drying shrinkage during placement and initial curing of the plastic concrete and the structural load carrying capacity of the slab-on-grade has not been compromised. 6 Report of Concrete Slab Evalua.tion RE&A Project No. 2825-15-023-SE-A Eaustin�TKM Aviation Hangar June 27 2017 Recommendations It is our professional opinion within reasonable engineering probability that the concrete slab-on- grade structural loading capability has not been compromised and that the shrinkage cracking documented can be remediated as follows in increasing order of risk: Alternate No. 1: Remove,properly re-cast and cure concrete slab and reseal with epoxy coating. Alternate No. 2: Remove and properly re-cast and cure concrete sections with the larger shrinkage cracks and V-Groove smaller cracks,water and air clean, fill with ', fle�dble concrete compound and reseal surface with epoxy coating. Alternate No. 3: V-Groove cracks,water and air clean, fill with flexible concrete joint compound and reseal with epo�coating. Alternate No. 4: Water and air clean cracks, fill with flexible concrete joint compound and reseal surface with epo� coating. 7 Report of Concrete Slab Evaluation RE&A Project No. 2825-15-023-SE-A Existing TKM Aviation Han�ar June 27. 2017 Closure � RE&A appreciates the opportuniiy to assist you during this phase of the project. If you should ha.ve any questions concerning this report or if we may be of further assistance,please contact us. Sincerely, Ramos Engineering and Associates,L.L.C. �- ��„��,. Digitally signecl ,.,'��so�.,,, �•�n•� �+�•••:o�',; by Gilberto Ramos. = : ��4 = ., =*: * �:*_ Date:2017.06,27 ° ' . ;�o� �� :'�� '12:58:09-04'OOrtr y .,:�s•..�°"'°".'o?,� 4` '�as��NAL��. �"`: Chetana Kolukula,E.I. Gilberto Ramos,P.E.,LEED AP Geotechnical Engineer Florida Registration No. 48574 GR/ck Copies Submitted: (2)Client Appendix: 1—Test Location Plan,Sheet 1 2—Representative Pictures(Photos 1 to 21) 3—Hand Auger Borings,HA-1 thru HA-4 4—Soil Classification Chart and Key to Test Data 5—Concrete Mix Design 6—Report of Petrograplric Exaznination 7—Concrete Core Compressive Strength Results 8—Laboratory Testing Report g ' �i , 6CORE-0 � � � I�i ❑ ❑ � ❑ � _-J--- acor�, � � � �coa�-� `�o � � � �1 � � scoa�� 3CORE� • � ' �s�� I �t -��c-J-� 6WRE-1 fiCORE� `r�� w LEGEND: � Approximate Location of 3-inch Concrete Core � Approximate Location of 6-inch Concrete Core&and Auger Boring ..,,,�.... Approximate Location of crack in concrete slab , 1211 Tech Blvd,Ste 119 CONCRETE SLAB TEST LOCATION SCALE: i6"=�' SHEET NO. � � Tampa,Florida 33619 EVALUATION PLAN DESIGNED BY: .�` , � ;' p:(813)453-0935 DRAWN BY: C.K. i , �3 �;""y;��'".''�` . f: (813)653-1792 TKM Aviation Hangar CHECKED BY: G.R. DQtg: W�' ° n www.ramosengineering.com 39405 B Aveflue e Zephyrhills,Florida PROJ.NO. 282S15-o23SE-A June 19,zot� i '��w ;- , s. ��{ g- �i' C� � �� m ;' r -� t �� -�- �`� ❑ �f ❑ 1 � Ev' —�`�� ' ' , _�� a'") � { � � , 1 y�—�,----� .:�u? � �� r�-, � � � � r `� , � �� ; --�---�--�.� w {� � �r�-----r-�_-: �`� � r�. r �, � , �� .�� F�, � �.� , ; �s � �.__.,..,-r �� `� 1 _-.,---•� tl�.� �� (' � 1�'�_.� ti� "'��—' - � ��'�' � 4` �j � �/,�11r.� "'"_ti�.�n/'.L� �..�� 1� � S � i`�� C �.�. � ��.�5 �o(Z��.G LEGEND: � Approximate Location of 3-inch Concrete Core � Approximate Location of 6-inch Concrete Core&and Auger Boring ..,,,,-.,.� Approximate Loca6on of crack in concrete slab 12117ech Blvd,Ste 119 CONCRETE SLAB TEST LOCATION SCALE: �"_�' SHEEf NO. ' r Tampa,Fiorida 33619 EVALUATION pLqN DESIGNED BY: '. �+��,<,.,,,r 813 453-0935 � �'� .�?, . p P�( I DRAWN BY: C.K. � f ` � �cys:::Y�4''.'''+,f:,'� I, �';�. : f:(813)653-1792 TKM Aviation Hangar � P��' 'e�� www.ramosengineering.com 39405 B Avenue CHECKED BY: G.R. Dptg: ZephyrhNls,Floridq peo.t.rro. 2sas-is.ozase-a June 19,2017 ,r— --- — � d , E '� (;�I�''�' - n;�� , �{}({I�$i if�� - � it�'�, _ � ,�.�'t • �l1�.�� ,�'Tw.- ' • �?�il"; ; � - - _ �I!j�,�,' , -- _ .. - - ; ; �µ_ " , � .__..____------------- � _._"_.___ d Photo No.�: Southeastem Elevation .:k, �`�, -� yr► ',��: ��r� . � � � � �� -�.:----- -��:��-�.�� - �---�--�� ;:: _ -� - . ��.�:.� _-�,� � - , , . . ��„� z , ; � , -------- ! Photo No.z: Interior of'the building � • � i : � ` � ° ' € � �,, TKM Aviation Hangar � I �` � 39405 B Avenue % 1>.:34✓..,-'� ,;.�';4.. 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PROJECT NAME TKM Aviation Hanpar PROJECT NUMBER 2825-15-023-SE-A PROJECT LOCATION 39405 B Avenue,Zephvrhilfs,FL DATE STARTED 5/2/17 COMPLETED 5/2117 GROUND ELEVATION HOLE SIZE 3.25 inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLJNG METHOD Hand Auqer AT TIME OF DRILLING GNE LOGGED BY JG CHECKED BY CK AT END OF DRILLJNG — NOTES AFTER DRILLING -- Z o �� Z � �NVALUE♦ _ = w �o p> a �- PL MC LL W v �-O MATERIAL DESCRIPTION �� >� �Z Y v ��, , , � O.., �j � � a z V a� � � ❑FINES CONTENT(%)❑ � � �W a � 20 40 60 80 Light orangish brown,medium dense CLAYEY SAND(SC)with - , limerock fragments ��3� . 2 8-13-12 : (13) � 3 7-9-14 Dark grayish brown to very light brown,medium dense to loose (12) � fine SAND(SP) . 4 15-19-20 (20) 2 5 18-19-23 ' (21) 6 8-15-15 (15) 3 � 9-11-12 (12) 8 9-11-11 (11) . 4 6-8-9 Bottom of hole at 4.0 feet. 9 �9) . r N � F � • N � 7 ' Z � a . � , � � � O J , a � a �. Ramos Engineering�Associates,LLC BORING NUMBER HA-2 .-= 2825 Minuteman Lane PAGE 1 OF 1 ., � Brandon,Florida,33511 -��:��..::A CLIENT CANCO General Contractors.Inc. PROJECT NAME TKM Aviation Hanqar PROJECT NUMBER 2825-15-023-SE-A PROJECT LOCATION 39405 B Avenue.Zephvrhilts.FL DATE STARTED 5!2/17 � COMPLETED 5/2I17 GROUND ELEVATION HOLE SIZE 3.25 inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLJNG METHOD Hand Auqer AT TIME OF DRILLING GNE LOGGED BY JG CHECKED BY CK AT END OF DRILLJNG — NOTES AFTER DRILLING — U Z o �J Z � �N VALUE� F� _� w �o oj a � PL MC LL W� a O MATERIAL DESCRIPTION �g �c1 �Z W,� z a � � � Y� �._. �� V Z W a� � � ❑FINES CONTENT(%)❑ o � oW a o 20 40 60 80 Light orangish brown,medium dense CLAYEY SAND(SC) - - (24) 2 9-12-11 (12) 1 3 7-9-13 Dark grayish brown to very light brown,medium dense to dense (11) � fine SAND(SP) , 4 17-30-48 : (39) 2 5 23-33-56 {45) . 6 18-43-37 (40) 3 � 16-19-19 (19) $ 12-14-12 (13) 4 9 9-19-21 Bottom of hole at 4.0 feet. (20) � N , � F � N � • 7 2 ' I a C7 ' rL � � ' O J � ' ti Ramos Engineering&Associates,LLC BORING NUMBER HA-3 ';>: °` ' " } 2825 Minuteman Lane PAGE 1 OF 1 Brandon,Florida,33511 '��:.� CLIENT CANCO General Contractors.Inc. PROJECT NAME TKM Aviation Hanqar PROJECT NUMBER 2825-15-023-SE-A PROJECT LOCATION 39405 B Avenue,Zeahvrfiills,FL DATE STARTED 5/2/17 COMPLETED 5/?J17 GROUND ELEVATION HOLE SIZE 3.25 inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Hand Aus�er AT TIME OF DRILLING GNE LOGGED BY JG CHECKED BY CK AT END OF DRILLING — NOTES AFTER DRILLING -- U Z o �J Z � �N VALUE• zQ w �^ _� �w �p p> a F PL MC LL o-� °-o MATERIAL DESCRIPTION w�g j� W Z Y� �Q �v �� V z W`� d j � � ❑FINES CONTENT(%)❑ o � oW a ❑ 20 40 60 80 Light orangish brown,medium dense to loose CLAYEY SAND ' v (SC)with limerock fragments (14) 2 9-9-10 I (10) 1 3 7-7-10 �g� . . 13-23-23 Dark grayish brown to very light brovm,medium dense fine SAND 4 (23) (SP) 2 5 17-24-25 ' �25� . 6 16-14-19 . (17) 3 � 11-10-11 (11) $ 11-10-10 . . (10) 4 9 8-11-12 Bottom of hole at 4.0 feet. (12) ' r • N � F ❑ � � 7 F 2 • � � ' a c� � � c� o • J d U 0 � Ramos Engineering&Associates,LLC BORING NUMBER HA-4 7 t�`--�' '� 2825 Minuteman Lane PAGE 1 OF 1 �V�� Brandon,Florida,33511 �-`f CLIENT CANCO General Contractors,Inc. PROJECT NAME TKM Aviation Hanqar PROJECT NUMBER 2825-15-023-SE-A PROJECT LOCATION 39405 B Avenue,Zephvrhills,FL DATE STARTED 5/4/17 COMPLETED 5/4/17 GROUND ELEVATION HOLE SIZE 3.25 inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Hand Auqer AT TIME OF DRILLING GNE LOGGED BY JG CHECKED BY CK AT END OF DRILLING — NOTES AFTER DRILLING -- U Z o �J Z t ♦N VALUE� z w _ � � Q p> a F.- PL MC LL a� a O MATERIAL DESCRIPTION �00 j C�1 Q z W� z� � � �� Y`�' �v U' J V z W`� a� � � a ❑FINES CONTENT(%)❑ o � oid a o 0 40 60 80 Light orangish brown,medium dense to loose CLAYEY SAND (SC) (�8) , 2 12-14-10 . (�2) 1 3 6-7-8 (8) 8-9-11 Dark grayish brown to brown,medium dense fine SAND(SP) 4 (90) 'i 2 5 15-18-16 (17) . 6 23-18-13 (16) 3 � 18-19-14 ��) • , Bottom of hole at 3.5 feet. r • ' N � F � . . N � Z � -� • a � � � c� • 0 J � MAJOR DIVISIONS TYPICAL NAMES CLEAN GRAVELS GW�'�~ WELL GRADED GRAVELS,GRAVELSAND MIXTURES GRAVELS WITH LITTLE OR '�'�• MORE THAN HALF NO FINES Gp 4•�°' POORLY GRADED GRAVELS,GRAVEL-SAND MIXTURES .CJ•D. COARSE FRACTION J � GM , o SILTY GRAVELS,POORLY GRADED GRAVEL-SAND-SILT m IS LARGER THAN MIXTURES O 'N GRAVELS WITH � o NO.4 SIEVE p o OVER 15%FINES CIAYEY GRAVELS,POORLY GRADED GRAVEL-SAND-CLAY z � GC MIXTURES Q � � m • W c CLEAN SANDS SW ;.;.; WELL GRADED SANDS,GRAVELLY SANDS Q � SANDS WITH LITTLE �� O � OR NO FINES SP .:: •.' pOORLY GRADED SANDS,GRAVELLY SANDS MORE THAN HALF COARSE FRACTION IS SMALLER THAN SM ;.'��.�;; SILTY SANDS,POORLY GRADED SAND-SILT MIXTURES NO.4 SIEVE SANDS WITH OVER 15%FINES SC ' ' CLAYEY SANDS,POORLY GRADED SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS,ROCK FLOUR, ML SILTY OR CLAYEY FINE SANDS,OR CLAYEY SILTS WITH SILTS AND CLAYS SLIGHT PLASTICITY � iNORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, � CL GRAVELLY CLAYS,SANDY CIAYS,SILTY CLAYS, � N LIQUID LIMIT LESS THAN 50 LEAN CIAYS o � OL — ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW w v — PLASTICITY z w — � 2 INORGANIC SILTS,MICACEOUS OR DIATOMACIOUS FINE � � MH SANDY OR SILTY SOILS,ELASTIC SILTS � o SILTS AND CLAYS � CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS LIQUID LIMIT GREATER THAN 50 OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS . � . HIGHLY ORGANIC SOILS Pt i, .+�, PEATAND OTHER HIGHLY ORGANIC SOILS 8 Modified Califomia RV R-Value � Split Spoon SA Sieve Analysis � Pushed Shelby Tube SW Swell Test m Auger Cuttings TC Cyclic Triaxial � Grab Sample TX Unconsolidated Undrained Triaxial � Sample Attempt with No Recovery N Toroane Shear CA Chemical Analysis UC Unconfined Compression CN Consolidation (1.2) (Shear Strength,ks� CP Compaction WA Wash Analysis DS Direct Shear (20) (with%Passing No.200 Sieve) PM Permeability � Water Level at Time of Drilling PP Pocket Penetrometer 1 Water Level after Drilling(with date measured) � � � a SOIL CLASSIFICATION CHART AND KEY TO TEST DATA � r� �, ;�� Ramos Engineering&Associates,L C �, TKM Aviation Hangar ��'; + ° ;�z+.�K 2825 Minuteman Lane Z 39405 B Avenue, Zephyrhills, FL '„�� Brandon,Florida,33511 Z z Q 0 � J 3057 FNA i -�� V ��`. �,�_ � a �o��„ �� CORPORATION 1617 S.Division Avenue "�3�i1 cling Excellence" (407)422-3768 office Orlando,Florlda 32805 (407)423-8133 fax 407-422-3768 www.Al Biock.com Project: Date: Mix ID: 3057FNA Target psi 3000 ' Plant Location: Orlando, Florida DESCRIPTION: 3000 w/Flyash Non Air �� Source of Materials I S.G. � Cement: American Cement Co Type I/II 3.15 ASTM C15 , Fly ash: Headwaters Class F 2.24 ASTM C61 ' Coarse Aggregate#1: Martin Marietta #67 2.4 ASTM C33 Coarse Aggregate#2: Martin Marietta #89 2.41 ASTM C33 FineAggregate#2: Jahna Inds. F.M.2,1 2.63 Admi�dure#1: Sika 161 Type A/D ASTM C49� Admi�dure#2: Sika Type F/G � Admixture#3: Sika Type E Air Entrainment Admix: Sika ASTM C26 Mix Design Materials per Cubic Yard SSD Wt. Absolute Volumes (Saturated Surface Dry Aggregates) W/C ratio based on total cementious Cement, Ibs T-I/II 400 2.04 Cu.ft Fly Ash, Ibs Type F 100 0.72 Cu.ft Coarse Aggregate(#1), Ibs #67 1680 11.22 Cu.ft Coarse Aggregate(#2), Ibs #89 0 0.00 Cu, ft Fine Aggregate(#2), Ibs silica sand 1420 8.65 Cu.ft Admixture(#1), 10ozs` 161 47 Admixture(#2), ozs* Admixture(#3), ozs* Air Entr.Admix, 4ozs* air 0 0.00 Cu. ft Design Water, gal city water 33 4.41 Cu.ft Design Water, Ibs 275.22 ' Total Weight, Per Cu.Yard 3875 27.03 cu.ft *Admixtures Dosages Will Vary Test Data Slump Range: 4 to 6 Air Content: 0 to 3% Unit Weight: 143.53 W/C ratio 0.55 Strength 3000 We guarantee that the strengths produced by this mix design will meet the acceptance criteria of ACI 318"Building Code Re uirements for Structural Concrete"or ACI 301,"Standard Speafications for Structural Concrete". This guarantee will 9 apply when sampling and speamen preparation are preformed by ACI certified technicians in full accord with applicable ASTM standards and test specimens are handled,cured and tested according to current ASTM standards. ASTM C94 requires that the concrete producer be given copies of the test reports. We are requesting that our name be included. Page 1 Copy No:1 `f.. -_ Report for ` _- �:''�� Ramos Engineering & Associates,. LLC � '��`��V��-`� 1211 Tech Bivd:; Ste.. 119, 7ampa, FL 33619 = -- - CTLGroup Praject.No. '!56699 ��=�� =- - ;;;,,; . `:� .;:,��; ��. Pe#rogr.aphic Examinat�on of Concrete Core — �� :===-��:� ,,.� ,� Zephyrhills Airpoct Hanger, Zephyrhiils, Florida �� - �`` _ ` ��'k�J, �'R ij;3�';•,��•!<�'�'�:�~�-1 :�`,'EF ��,�.;�r"�•�',,.r':�i. ��tl�� _ r:f?F �_."...:`:':2 Y;^�,�;'.;;Z{� �:: .. ��''.;a�T�-q.?�t',•f June 9, 2017 �"��;T� �r(/,y:. .� ��1.�ti. Submitted by: • '�-r�� $` Sang Y..Lee �f"�=��`# Y=.:,, .:��G r.cf sa�1 COA#4731 Y;,'f��,:;� $,Y �`�} �K�.:� �,; i�,A'N.:,...i. '{..-f.z}'��1 ��'��Y��'�^3 5400 Oid.Orchard Road -� `�� s�� Skokie, Iltinois 60077=1Q30 �;:,;�`"�` (847}965-7500. °�;��:h �.;�?:f �Y�``N' Austin,TX � Bradenton, FL. • Chicago, IL • Horsham, PA Naperviile, I! • x.��'� V1lashington, DC • Doha, Qatar r��;�'� . �-:- �_ ��'.��, ;�.�:;. ;_&,::�• S�i'�� www.CTLGroup.com �`-�x= ��t ;_�'"� ::y�. s-'•�� ',,=�,� ��ru f�+�Y �i�f Fly� � . ; . . . , , , - � � , . - . ; .�'� R. e s u I t s . ;;� �x, �:i�.Gru;r;> �� a �et}'tst!�rdd ��;trla cf C'n±;:,irz:c:=in:i 7;�c1'�c:i�';e1y :.ahcta:or��s ;�3c I ,...q., -.w.......r•�ri"F';+ ...,�..� ,.:rc;--;"�c .,ruu. =mi^^.�:crr: -P,.y�s,...m"s.� r.•, ��rn. y.r�ma,..,.�.t.�f.., ,..,PS.w v r5_;. »..'S@;T. qF'", sY.'%>'H'fi»-. �..^l:` :H'i�. -,'�.�, t,r,,,.. �'Z, .6 :yi^;-�,...s, SX•�� ,�.s .<,ry�e,. 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(�� '"$Y� �a .�R I .3:`-`"-;,�^�: � - ".�^F. ..1•� �`�{.. 3i'✓�Z,.,'�` r.f.?y'�,.� - et 5. .;,'sy,�. �� ..u.� 'sjt::; ^u'"m4- - `.�. .:'�"Y��. $�. �5-.�<^,�.,.�'.'$'d ,kr,,, - 4',.�``�,.�`.,p: - . .'v�e��.' ,'�'�' .,5;.�:3, ..;�.�i h,=.'�;"%.«�.c 'x �r, nc'�`u�ra-,r. �.k � a,.:,..,,,�.�_ �_x., � �.=�:'*'„:.,, _:?�.;}.t.-M" n s.<�;y_,. �>i�;' �� '�-YF:...r. :�:,:a�v. - ;3•':,` .:^�y aS',- `.�$e:.c. ,�'� x;.,4:"� .,� - y.dr.:;.�..,-.,.,. - :-a -��E�, na"i;"+4"...'v�.i. w'i'; ' .tf"b.rs kti'9,'-i.3wiT!`ty�t`, s.F'.v�. ,f��^ij{';.�'AI', '"^r.{' 4 =r��a 'S.�:'k. .�%� �r,.� ;•N..°" ?,�+: �.'L'=';w., n;✓: ,t �Y� -•i:,h:rt '?.a�,' �;,3�- •:$,.., E`;.�',,:>:w .^"s: �. ,�•�i.�s .�ar',: ,c�`�:.��-�r,. .,?�� N k`"° a�'>;:z:�;�, , �C;x.. ;k�.. ,1:�, �€ ^�.f,...;:- . ::t��:.s.;:�;�::::�',�`•.�¢�wzx...�..,•..�.�--au,i..a:.��'+'.,:�.�w..4�..ts,..:<.�.�..�:.^�`.�:,z�-,.�.�;;rr3c...,f.,=�::`,,�rtu�'.�T'=.41.,.`=:�i`�`'•.»�.a'.::.��^v�"L�,w,..a..�4'";.'...,;+:�,3�Nx,,,�isc�xt..v��-�-.sa:V;cr....t..,,o,.ua.�t�:3'.ts.+w.y-w-�.�'�-...:.•:.��.rc,�._..m�..s�.:sx ,,^,., y;w;,.-< t ....- 'L'��..':F;r.:u;a..,4u[^v:._:.?.�� i REPORT OF PETROGRAPHIC EXAMINATION Date: June 9, 2017 CTLGroup Project No.: 1.56699 Petrographic.Examination of Cdncrete Core—Zephyrhi0s Airport Hanger, Zephyrhills, `Florida A concrete core, designated "6C�RE=6" (Fig. 1), was received on May 25, 2017,from Mr: Gilberto Ramos, Ramos Engineering &Associates, LLC. The core was reportediy taken from a concrete slab at the above-referenced location due to concern with cracking.According to information provided Mr. Ramos, the concrete slab showed cracking at severai locations within the first few months after pFacement.The slab concrete is less than a year old. Petrographic examination (ASTM C 856) of the core was requested to determine a possibie cause of the reported cracking, and to evaluate generai concrete composition and characteristics. RESULTS Based on the resuits of the petrographic examinations, the major crack observed in the submitted core is a plastic shrin[cage crack that formeci before fhe concrete was set and hardened. The crack is essentialiy vertical, passes around aggregates, and exhibits an irregular, teat-like appearance(Figs. 1, 2, and 3). The crack exhibits a smaq "U'=stiaped profile(0.06 in. wide and 0.08 in. deep) at the top surface (Fig. 4).Another vertical crack intersects the plastic I, shrinkage crack, forming a"T"-shaped junction. l'his later crack passes"through some coarse I! aggregate particles (Figs. 1 and 2), and was likely formed due to restrained vofume change, I� sucfi as drying shrinkage, after the concrete was in a set and hardened state. Gray.epoxy '' coating material-has partialfy filled the cracks, indicating thafi both cracks had been formed before the epoxy coating was applied to the concrete surface, Aparf from the localized ve�tical cracks; the concrete exhibits generally good physical properties evidenced by relatively hard and dense paste. The concrete does not.show any evitlence of alkali-aggregate reaction, chemical attack, or other defeterious reactions invotving aggregates I and%or paste constituents. , fiustin.7X • E�radsntbn.FL • C;I�Icega,1l. • Horal�zm,t�t�� Plapa�v;fie,tL� �Nashington,OC • [3aha,C;aiar Gvrparate Oifice: 540Q Qld Orcharr3 RvAd."3!,okie,}L GR07i�1039 P:"847-965-75G't} F 8A7-965=$6�+1 tv;rw.CTLGs'bup.con� C7CGrcup i��sa�}i5t�ted dfale oiCcnSFrur,�6ost T�nol��Labatatoric��:tric. 7 Ramos Engineering&Associaies, L!C Page 2 of 8 Zephyrhiiis Airport Hanger, Zephyrhilis, Florida June 9, 2017 CTLGroup Froject No, 156699 CONCRETE CHARACTERISTICS The concrete contains crushed limestone coarse aggregate, and siliceous and calcareous sand fine aggregate, in a hardened partland cement and fly ash paste (Fig. 5). Gemenf hydration is advanced (approximately 1°/a of resitlual portiand cement grains in the pasfe). Estimated residua!fly ash content is approxima#ely 15 to 25% by volume of paste. Tfie coarse aggregate volume is locally somewhat reduced in the finished top surtace region. Otherwise, the , aggregates are uniformly distributed throughouf the body of the core. The concrete paste in the body of the core.is moderately hard to hard and faicly dense with subvitreous luster. The paste at the finished, immediate top surtace region appears darker and harder, likely due to densifcation resulting from fnishing. Raste-aggregate bond.is tight(ftesh fractures produced in. , the laboratory pass through almost all coarse agg�egate pa�#icles). Estimated water- I cementitious materials ratio (w/cm) is moderate(approximately 0.45 to 0.55) based on the_ � observed physical and microscopical paste properties. Estimation of wlcm is speculative due to the presence of fly ash in the concrete. The concrete is not air enfcained based on the scarcity of small, spherical air voids. Esfimated.entrapped air content is less than 1%. No measurable depth.of paste carbonation is observed at the top surface. Macroscopically, the core is well consolidated without large voids. ADDITIONAL COMMENTS '� Any conditians that promote rapid evaporation of moisture fr.om the concrete`surface.can contribute to plasticshrinkage. These condifions inc(ude high temperature, (ow humidity, and � high wind speed. Chemical admixtures (such as retar.ders) and supplementa .ry cementitious materials that significantly increase set time may increase the risk of plastic shrinkage cracking. Low-bleed concrete is especially susceptible to plastic shrinkage because.water can evaporate from the surface faster than it can be replaced by bleeding, METHODS OF TEST ' Petrographic examination of the core was pertormed in accvrdance with ASTM C856, "Standard � Practice for Petrographic Examination af Hardened Concrete."The core.was visually inspected and photographed as received. The core was cut in half longitudinally and one of the resulting I halves was ground (lapped)to produce a smooth,flat, semi-polished surface. Lapped and freshly broken surfaces of the concrete were examined.using a stereomicroscope at. magnifications up to 45X. For thin-section study, a small rectangular block was cut from the top vav;w�CTLGn�uA com Ramos Engineering&Associates, !lC Page 3 of 8 Zephyrhills Airport Hanger; Zephyrhi(Is, Florida June 9, 2017 CTLGroup P�ojecf No. 156699 surface pdrtion of the core, and one side of the block was lapped�tq�produce a smoath, flafi surtace. The.block was cleaned and dried, and the prepared su�face was mounted on a ground glass mieroscope slide with epaxy resin._After the epoxy hardened, the thickness of the mounted block was reduced to appcoximately 20 µm {0.0008 in.). The resulting thin section was examined using a polarized=light(petrographic) microscope at magnifcations up to 40QX to study aggregate and paste mineralogy and microstructure. Estimated water-cementitious materials ratio (w/cm), when reported, is based'on observed concrete and paste propeities including, but not limited to: 1) relative amounts of residual (unhydrated and partialty hydrated) portland cement particles and supplemenfary cementitious materials, such as ffy ash; 2) amount and size of calcium hyd.roxide crystals; 3}.paste hardness, color, and luster;-4) paste-aggregate bond; and 5) relative absorbency of paste as indicated by the readineSs of a freshly fractured surtace to absorb applied water droplets. These tecfiniques have been widely used by industry professionals to estimate w/cm: Depth and pattem of paste carbonation was initially determined by application of a pFi.indicator solution (phenolphthalein)to freshly fractured concrete surFaces. The solution imparts a deep magenta stain to high pH, non-car6onated paste. Carbonated paste does not change color. The � extent of paste carbonation was canfirmed in thin-section. Sang Y: Lee, Ph.D., PE (Texas), PG (Indiana) Senior Petrographer Petrography Gr.oup SLse CTLGroup.com Office:847-972-3130 SYL Nates: 1. Results refer.specifically to the sample submitted. 2. "This report may not be reproduced except in its entirety. 3, The.sample wilFbe retained for 30 days, after which it will be discarded unless we hear otherwise from y�u. � � � t��,:r.CTL.t�rouP.cum Ramos Engineering&Associates, LLC Page 4 of 8 Zephyrhiils Airport Hanger,Zephyrhilis, Fiorida June 9,2017 CTLGroup Project No. 156699 . � � -.^ rv� _ �. _ -,� . - j � ,,t � �4.w`� - �- 1- . " _{� . � " 1 , �'•�` �� r :ti . . .� , . ,� �� . �� , , ,�,� i, .�.�� 2 3 'la.Top surFace exhibiting cracks forming "T"-shaped junction,.with the later partial-diamete�crack intersecting the eartier fuli- diameter one. _ _ _ - �.�r.,.. - _ -., . . _ . � . F� "x`,-:a;;:,��;"E:;;:;"V:� , - �z.,, -- `' - - . �i;r ��.��,_;:j; .;�.-,�`�,�,..'.�'+,:' �_�, :. 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'.�:.i' � �'}< " v�. . ., • , �.: " - ' �'>i',CA �"t:�.�" ,F7:,. u:`:X:�a.g;k_'��`-�-a7..i "i':, , ��_•r•.: . ' �'� _- . :.t��t'�'��r_i:�. " � ' - :;M;: .;1v(:. �p ' �':.Cib,�V?rv: ":�Y7r�' ...i`e^ ', 1 b._Side view showing the earlier crack.The crack passes around aggregate.particles and extends.through the full depth of core.The image_was taken after the surtace was wetEed to highlighf fhe crack. Fig. 1 Core 6CORE=6 as received for examination.Scale is in inches. ��.v,�.c'r�cra�.cfl,,, Ramos Engineering&Associates, LLC Page 5 of.8 Zephyrhilis Airport Hanger, Zephyrhilis, Fiorida June 9, 2017 CTLGroup Project No. 156699 �„��M �K:,��;;��., �.:< .�� , ,e��-m �„� �...._?,4K�'t r� '3�:�:� ��t,�.,i�/ "�^:',�y'h'k,..:' s' "".AYi.;,. �>.;,=T ''` f ;,4: - ;?��;�;�,�'=�?:��i��````z ��:�;��:e='. :�-,�'io��• �, ''�;�--`�.:.,,-.5; *' ! , n.,F r ,. .. k «�;-,.:+ 5r"+'w..,2r: , . 'i3"':i�+c�%`��."�?'. ,,.v,�.. LLr{':'--r1!�.�-�`'z',.y,,?-^;5''�=»��r,fN.•r�)9,.�_c "_ ;.'e:.':+ � t"�f`•:.y�} . 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F i � � - ' Jtr y .:i,.�z_.-,. �--::�,.;.,.:,r - ;p•-.•��,. . �' `�""'��="�N��''r,�.�.;;.i.�;�`,=- _t.'.;y;��`�.'��,.�:j', 'i',: :� .yr.:x_,,,.��,_„ ;� A�__.-".��:�"; � ..:�'��• '4.�6,��\�' �'<.ft`�y� C' �Q �3 ? - tt R �T f { i�vasaro'k� �' ;;.,a �r$'�� r � it�`n � � � ,��7�a v t a�'�; ,C �'� q ��' , J h'� � �, 4 . y"qi,r,r„d v'�' +9'!}� �.'ep��,� ^e,��'e,�' �,}ai:C�,.sr. 4;F+'�A„��+�.. t' .�y„c. �y^..,t`.=-�It��- :l;��"y., e ��y�&. ��,.��.-i��E i.JY'{+',��§'e'i., _'I�{3h:Y�i -s-.�'4'_ __ *��] rY"!i�-_-�.5. �_ y6"n�tt�;YS9�chz*�'.'„"� �+�h'-t � � :0R41 .d:d�.� %�'�(w y��`'.�'�.; - 2 S�'b '-._ _ �v�i�)li;y''h=,l.t�.ft'"' ;,F�' *.�."�'�if' h5{M- b"�:s:,� .� i - ��9rr�4�" F .z �,.�fkr.�w. ., w a, .S.'.�+q,ly`�� %eM ''�. ' .+s,:.. �a.` � �°, +�,.�. :s,, .�„. -�;;,: �� ..�; -�-.=:;'c ,};,,.,.,�::,.. r_ �,s. "�'-��,w��': .�:,:��Y;,�` :.;;��F :i';$.,.i ,�,,; ,�:�.,-._,:��. 65x�:'•iy�:Yo,4 ,.a, - ��- '>>:r .��`T, .�;�: _- �.g.�'i�tti.`�. �;,a;p:,`:t wc:c,.�r,,.'.;c� `'hJ<.F -��-''y�' ,�� #_, s�.. ;� � i`m _ ,r�>r.` �r';. :�`:3�.;� '1,%,(;:S 'F`:,' �,u,,,�"_ � f;i K�� w4�'�ro'.z�' -..Ei'i?T:';":." =��'?x��^.• —�—�:>_..�<:"4t�'�:: :��T�a�' , ��f.i -�. 1:�., �!�,,, •s. „ �,,��; a r ._ $w..v.�e'ut�� .i„,u��:�„�.�`�k..r{ i<�.:>.aa�'<ia'i:a:. r`....v aa�b��r�.u� . .� `4d':.Si�;.`n.r, s. �_. tc Fig.3 Closer view of the.cut and lapped surface of Core 6CORE-6 showing the irregular,tear-like appearance of the earlier crack.The ' surFace was wetted to highiight the crack. tiv.wu.C7LGroup.ccm . � Ramos Enginee�ing&Associates, LLC Page 6 of 8 �ephyrhills Airpcirt Hanger, Zephyrtii4ls, Florida June 9, 2017 CTLGroup Project No. 158699 � '..`.""',_".. ` '.�j.� ,,,, . ,�µ x, . �,' :.' �` ' �e�.�y : . ��rp'�:�>�ar�. x�, !i :r#'�,�{��VR�� }�",,�.",;g^��5.'�"�x.•;�,k��'�a•:,°k�'.,y�t�"'� Y„�,`+�„�;.r'��I,' ii y.v5' °�,:'C"1""" �+1'?!RriJq;i'R4 .x.wr r:y7!• yl'9 .,9``f� �S.k, .!.��`�}-':t+..��;�f k'x `� .�,'"�'0.,�t.�� . �+�9,t�r>.0 . �,�-, `::�: 4�1�y�.,,Mt`-,a ,�'• v �;_"<'�,`Z�„?�.�,::�p,a�,r.,4,1M� �.}eg;k� t.�;�cai-"^n�y,�-'$'r:. � 1 � 7��$ } ;iS°,�i b9< �at%�'�."4�-S �+'m*�'"c,w''�.;.iT '4'"':.t,A�'t� n''"�x "��t_r:(;:i.R. y"'�s,.4.�F-��.Yw, ±,�f sI�'�;a�t:t.}" - e:7.,�. "?�i-:+' ��`�F'i�,:-��k:.�.,'�-u.,. ,ek�3�' „e= ,4k��.sya;,, "at.. i2j4""a,9�,�"' .,';�a �,;t.tu''..N' ',�;M16ti: �.-.Ya,�+4,. !a`b h t. �.y.+�'b?'�Y.��1�.6'";M !�{ !T,�; �.�.r.'�` ' �°r .'p,.';i> ,� K. ,)ar�.. e�i':=; 't). �p«.'L...�i�� ,. r..E - . o "�J+^, �:,,�.,��}��Y4�'ts. S+�p.['1t� k`Y` y.sj'b=ii�.s�,�:,g �� . 1�M� r" � .?'P,,g�:�;2"`�: - cx� ��.�`%a.w �:.t'"'.: �ti.r:s�' �''�:.° ��p9S �"$, .,��,irt;;��. a .�`rll3:;F'.:;::,1_ -�.'..eJ' 7;�,'a�=:�*> �!"i..+ d.' t �y .,�.+�r','. °��`_`�.`.:na,�'';�,�i'``�F`::��',i;`� �:.;�c,�� ":;c�` y-< .,t.� ..,;;�,,: ti.s.�;��,t�',:ti.w"�;u >:,.,_,-, :.,.. �w�lilre�l�``".4 �,1 �d ��I�'„i ^rtT, ,9' :. y°rtli.x'"�:�` �r� A�W +"'N}" _ � ,� "5M`q�'�.n,$..t'r!t: i'�� !L�#J.�a�ii C�„� �'�, 7..'i »�.k�. M> �li''i.:.. �•� '�s2'� s eC' ' �;t;'.4��-;�u,,.��.,�^y at'��*�;'�. .R.. }rF,'r':;''d#!'"wo.aY.y��. *r��''S�w;��°..r.. .�,. t/� "�r,� "> '�� 4}a i�7,ar,�� y �'°n£ �y, $��,�p i��"��,f,�'y �y .�+p'`�� ,�� . �/ ""'�'�`o.� � h.�,"" a� p� �yy tt -'� F�� ,f'^�Ti t ��,��`'ia�+t�f.� �t '3�' ��i �'j' ..�..y..,..r�'�� ^s��y1F't^t��,`«�iY,��k.��,yCh„':j��i4�yrs�'�y�;r°St�MC��'d ''��?�* '"� � n �-�"„��, � �a � �K ' z "� � �Cas $ r�°� ig ��r=;�`;,r'.�,`ry�r,�w�� ti.� cz, ,w.w.�.w.�: � s� Y1�a .a.k �"�+, � _ v ° hs �. � ,.��'`i-s y "� aY,.s�`�; q,.s �" �`�:�`�n �ri4 �-=� � .� rx! Y r�3,`FfES'`"�.b�qa •k. S S° ,t �� a `'4ba �' v'7 uP� 1i a_a ��Gy� � �i I, � �."y, a� k"'�'u °' *}',x'� 8�. • _, y "�, �;r f .� r r� x-. �.x �`- �. ''a�s�'C�r� a�� a�x �'w'a54 �! ��a�'� �4 i.F �. �,.� �3 - ,< t': .r' _c� T��iF � ��.- . .1, �ffa }y ..:�.�.n...uF;,,o-.,w'�� 5$�Y�x �, �x�5xi.Tn. .t� � a "*4�t1' �+,y�!.M- � *a~+ ,^� ft n�a � i1� .� r ,.� u.° :� --w� �T�^�'P 7� l'? 53'#: �� ,,�.,! '��,��.�.x � �@ _", , fi .,�;'�,�` .0 M„... �{:�,•t . �i:L,`.( "t3;9�;.t_.. ,`�rr�w�irn.`;,. ' ��u''r�,"''^;;�'i G S� �.:M'i_¢`" k,"'s,, � ' �. ---^W'"""� > a $K. �; �, k f� � �} e � 4. P�� k`� ,a;�:��»� �B� ' % :��t a �� 'i Y 9e vy iy��7 n. '�ro6 n��b'S'�� `k ta�y,Ya 0�y?� rt"i'!t"'�v'` +�w.+r..a. '. 49� `h,'.�*;w(:.�ir?,.'."+3+,k u.:T.....'�s'R", »��.(�:.i+%.��.6's.: .vn '��:7i>. ��.::�7��m:Rr~ ` . .. Yi.. Fig,4 Closer vtew of the cut and Iapped surface c�f Core 6GORE-6 shawing the earlie�crack exhibiting a sma!["U"-shaped profite at the tap surFace(circled). _.. , ' :�1,. '��9An��t ��,�q, '.A` `I. 'i � � : : ,..Y'.KM�yrr... 5`.•7 _�. ;.;��.�: �. ��„�� ,�, xn �,- ...; <Agg��te:.` : `� ��.,;>��;�� . ' � _ �.. �: � x:a,��;,��`�,... . ,,-_„`,;�r>;h�o��„�° ��:: :� ,,`�; •.:�§-� . }3 �'a r .f,5a.:,R; rK��+ a. 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'�, ;"- Y.."u�'' '�%� �"t«. ,'�".� '��F}..M ;:�,?' rii'ty Q,' �•`:a5�i"�.M"IM'„""s'fi.�:.+ih•"ti•"'.:�;; 'v.,; ,M� fi"�i`.?. �"Sr.£, , ::.. .��:;�r 1 ,�>., tG�+z�,��':t'�;�'::F<.,��'i�'rr� t'�rr�-.P�«_.._ ;,. ��' A;ax.''�,'. t„ ��r...�,: � �. y� ,.. -� tii;ti:��.* mt;� d' y, , �Q'� .t':4�yo�:.,,,� : :. � f a � �y��etk� � +� ��.., r� r .,y'�`,�"'•-.'"� :�*. t , :tt. ;a� ''Y; :i:�!w`:�r�'i' '"a c t yi '" d y3:' � �.y.2n �, •q �a: : " •'`a,l,��:k�s+�a;�r�,y }��,�� `�f� '�S�" x � � , .�..4• 1�r, �.'�''�`-"°z` z;rn �v£: ' �,"�,",�}:�:�,�„ • ��...�* ;�; �,' � ;��, ��."�:��i" .a - �` x�c �..�Y,,.k;4'p.:�:,. _�" ;�; ��'�� s,` ,,�..., ;� �- :t�} --�-r-� �'�;�X�'�s.�� ';-�.,-� _ ,;y5��' � k � �tr �p�,�.,r.y, �k,� �� .:��4'�Y�a "��rf,N ��rf� .;,�` ,•Ey' b ��!+w y°, 9'�w�,:n: ?� 4A� _„}y �� I +t "�{'i+' t"�'��.�yy �+��!�+�. 9%� � {�m ' �� ; � �� " ':.'"''�'c�s. }�„,� , ... � . ,��zr. '��' �• v:� 'u "�'^ �• �'rtr +s�a^':�. � `"� .�ra - - _ - �:i; „ .�.�, } �z3s�`;;� _'�" i5t� ,�;r�"`c+ ;�':, .�::t*,,i,, «;r� ;��.%:.+ '�;�:.�4 �:z'�'q.x�,rF' ., ,�' ,f, �,��f{�r•t.;., " 4n,i,g�+�}�ls.�i;��„'' '.��jy;,_�.�c'r� --°r�'�,';; �i+:... ,�y��'1�i "1`.v A��t�°1"� 'tt: � ,`�., � a�x, 3� t � }o}k v,T^� ,� �i`� t ?,` " �,`f'G't.��*,� < �' i �',A" _•` � Lt �.� ��,�' ;$ v ��;'tK '��',�.'..�' _ e �eE+� �� „� �'?; .�" �' ,� * y,., v.�;� � i��K.^r,c.., � .:�::'- °;sw.,, y�.,•, ��;5�'� .�'��i:��r .�'��' ,; a;�`;il�.s!�c:+�,:k'•�:?�'��.:�±P.'�.�. ikad,,N',.., _ _ �y �� i,� �'y.S S�_rii`,zr..''f � ��;�4� rri«T�'-^ . :��•s�"r:�`��i 1:�`�''��::,3Ai",t�St�_ :73r.z�i?i��:.:`".:Stl,.�':'�, t•F_».��{ .a v.. Fig.5 Thin•section photomicrograph shawing_hardened paste in Core 6CORE-6.Arrows designate residual particies of por�iand ce�ment {rec!}and f1y ash{yellow)._Plane-polarixed iight.Pield of view is 0,03 in.acrass. w�xm.;nGro+�p.r�m I Ramos Engineering&Assoeiates, LLC Page 7 of 8 Zephyrhills Airport Hanger, Zephyrhills,Florida June.9;2017 CTLGroup Project No. 166699 ' PETROGRAPHIC EXAMINATION OF HARDENED CONCRETE, ASTM G856 STRUGTURE: Concrete siab DATE RECEIVED: May 29, 2017 LOCATlON: Zeptiyrhills'Airport Hanger, Zephyrhills, Florida EXAMlNED BY: Sang Lee SAMPLE Client Identification: 6CORE-6. CTLGroup Identification: 44553�1. Dimensions: Core diameter= 5.6 in. {142 mm): Core tength=approximately 4.7 to 4.9 in. (119 to 124 mm); fuil.slab thickness. Top Surface: Eyen surface coated with a thin, gray, resinaus materiai. The surface exhibits two cracks, forming"T'-shaped junction with the later crack intersecting the eariier one. Bottam Surface: Smooth, paste-rich, undulating surFace, indicating the concrete was.placed over a plastic s�eet{vapor retarder). Cracks,Joints, Large Voids:The earlier erack is essentiaily vertical,:passes around aggregates, and locally exhibits irregular, tear-like.appearance:The crack exhibits smalt "U"= shaped profile {0.06 in. wide and 0,08 in. deep or 1.5 mm wide and 2 mm deep} at the top surface, and extends through the full depth of core. The later crack extends to a depth of , approximately 4.3 in: (109 mm), passing through some coarse aggregate particles.. No joints or large voids are observed. Reinfarcement: Two layers af steel wire mesh are embedded at depths of 3..1 to 3.4 in. (79 to 86 mm) and 3.9 to 4.3 in. (99 to 109 mm�from the top surface, respectively. AGGREGATES Coarse: Crushed.limestone. �ine: Siliceous and calcareous sand consisting mainly of quartz and limestone with small amounfs of other siliceous minerals. Gradation 8�Top Sixe: Visualiy appears evenly graded to an observed top size of 0.8 in. (20�mm). Shape, Texture, Distribution; Caarse=angular_to sub-rounded, and mostly equant to oblong with generalfy rough surfaces; coarse aggregate vo(ume is tocally somewhat reduced in the finished top approximately 0:7 in. .{18 mm) �egion. Otherwise, distribution is uniform. Fine- rounded to sub-angular, and equant to oblong; distribution is uniform. PASTE Coloc: Light medium.to medium.gray; darker in the finished top.0A4 to 0.08 in. (1 to 2 mm). Hardness:.Moderately hard to hard; harder in the darker top surtace region. �,, � � �� wtv�v.�"ILK'sraup.corn Ramos Engineering 8�.Associates, LLC � Page 8 of 8 Zephyrhills Airpo�t Hanger, ZepFiyrhills,_Florida June 9, 2017 CTLGroup.Project No, 156699 Luster: Subvitreous; vitr.eous in the darker_top surface region. Paste-Aggregate.Bond: Tight;fresh fractures pass thr6ugh almost alt coarse aggregate particies. Ai�Content: Less than 1%; not air entrained. Depth of Carbonation.: No measurable depth of carbonation at the top surFace. Calcium Hydroxide": Calcium hydroxide occurs as fine crystals antl {ocally as coarser icregutar patches in.the paste�and along the periphery of a few aggregate particfes. Estimation of calcium hydroxide content is rtot provided due to the abundanee of limestone fines likel ( Y , crusher fines of coarse aggregate) in the paste. Residuat Portland Cement Clinker Particles*:Apprbximately 1% of residual portland cement particles;.higher in the.�nished top surface region. Supplementary Cementitious Materials*: Estimated 15 to 25% of residual fly ash particles. Secondary Deposits: None observed: MtCROCRACKING:A few shallow verticaf microcr.acks extendto a depth of 0:3 in. (8 mm)from the top surtace. Other short, randomly-oriented.microcracks are frequently observed in the paste between aggregate.particles throughout the bocfy of the core. These microcracks are not related to any deleterious reaction within the concrete. ESTiMATED WATER-CEMENTITIOUS MATERIALS RATIO(W/CM): Moderate (approwmately 0.45 to 0.55);the w/cm estimation is speculative due to the presence of fly ash in the paste. MISCELLANEOUS: • The..paste exhibits relatively low water absorbency; water droplets are slowly absorbed by the paste.. • The paste contains a moderately high amount of limestane fines, likely crusher fines of the limestone coarse.aggregate. '�percent by volume of paste vfrmi.CTlGcou�.com 2734 Causeway Center Drive,Tampa; FL 33619 . �d�� 813-621-8168 Office eo-acrx�rr��v�ser�t�.�,erc�. 813-621-8232 Fax www faulkneren .com ZEPHYiaHiLLS AIRP.ORT HANGAR Pasco Coun , Florida Ciient: Mr.Gii RamoS Report Date: June 18,2017 Ramos Engfa�eering and Associates,LLC � 12?1 7'ech.Boulevard,.Suite.119 Proje.ct Number: 15-27i0 Tampa,FL 33699 REA Number: 2825-15-023 REPORT OF CONCRETE CORE COMPRESSIVE STRENGTH � Repart Number.. Core 1 , Core ID: .3CORE-1 3CORE-2 3CORE-3 - Co�e Obtained by: Client Client C(ient Date Oqtain�d: 5/2/9 7 5/2/17 5/2/17 Date Piaced: N/A N/A N/A Test Age{days): NIA N/A N/A Diameter(in): Z,7 2.7 2.7 Area(inZ}: 5.68 5.77 5.81 Odginal Lerigth(in): 6.0 6.5 5.4 ' Capped Length(in): 6:3 5.7 4.4 � Lnad(Ibs): 31,106 27,.109 17;389 Compressiv ZStrength �,470 4,�00 2,99Q Ibsfin : Correction Factor: 0:98 0.98 0.98 Correc4ed Compressive ' Stren th Ibs/in2 : 5,360 # 4,610 2,930 � Condition of Core: As Received As Received As Received Respectfully Submitted, Faulkner Engines�ing Services, Inc. cc: Chetana i(olukula(REBA e-mail) ��lq l��l !� r ., Wihiam J:Keileher.P.E_ Florida License iVo.,75520 Ramos Engineering Mfsc-Zephyrh7Jts Rirport Hangar-Concrete Care Stisrrgth(Care-Reportj REPQRTS MAY NOT BE REPRODI/CED,EXCEPT fN FUt�,.WITWOUT PERPd)SS/ON FROM FES. Page 1 of 1 � 2734 Causeway Center prive,Tampa, F� 33619 ��,�[l�.�K'111'��' s��s��-s�ss o��e ��nrr-��i�ws�s�nvrq��in�. 813-621-8232 Fax uwuw.fauikneren .com ZEPHYRHlLLS AIRPORT HANGAR � Pasco Coun , Florida Client: Mr.Gi�Ramos Report Qale: June 16;2p17 Rainos Engineet��tg.anci Assbcia#es��.0 1219 Tech Baulevard,Suite 119 Project Number: '15-2710 Ta�ipa,FL 338#9 REA Number: 2825-1�023-5� LABURATOFlY TESTING REPORT SUMMARY , Faulkner Engineering Services, Inc, (FES).has perfiormed requssted labacatory tesfing on a soil sample de!'susred to our.laboratory on June 1.2, ZtI17. Fines.c�ntent was determined by tesfing'in general accoarttance rrvith ASTM �D1140, Determinfng the Amaunf.of Materlal Firier.than.75-µm (No. 2(?0,� SJeve in Soila by Wa�hing. Moisture content of soil determined by#esting in genera#accortfance wiih A�TM D22i6, Laboratory t7efermenat/an of Wafer {Moisture) Cantent of Soi! and Rock by Mass. Plastic properties of soil determined by testing in ge�eral accordance with ASTM D4318,Ciqciid Limif, Plas#ic Limif, and.Plasfr'city lndex of Saifs. - . TEST RESUILTS Boring ID: NA-i Sacnple ID: 2 Depth(ft.}: 0.5-1.� ' _ Sarim}�le Description; Orar�g�y-brow�clayey sand Moisture Can#ent; 13.8°l0 �iquid Lirnit. 28 Plasticity#ndex: 14 Materiat�itter tttalrr No.204_{°/aj: 29°la 1f yau have any questions,ptease car�tact us at your earliesf ca�venience. � e � RespectFully Submitted, �auikner Enginee�ang.Serv�c$s, ti�c. 'I cc: Chetana Kolukula(REBA e=mail) ��i�3!��+�� '-��` �. � WiAiam J: Kelteher, P.E. , Florida Registcafiort Np.�a§20: RamDs�'ngit�eerfng Misc.-2ephyrhilis Alrpart Hartgar Sa71s Reeps�tt(i�las�f.=saraas€'�J(iab Rgsuttsj Page i.cif i jprahl @cancofi.com � _.�_.......�_.,�_�_..._...�__.��._._.___.�...�.._.,..n.,.�_r_.�....�..�,..._.�_..._�.,._v_...._,..........__.....__..�._�__..�_...w__...��___.�_..___,__�__.,..�..__..�.__._�..w_._1...__..._.�.....�..._ti_._._�.�___ From: Gil Ramos fmailto:GRamos@RamosEngineering.com Sent: Tuesday, June 27, 2017 1:03 PM To: John Prahl <JPrahl@cancofl.com> Cc: 'Chetana Kolukula'<CKolukula@ramosengineering.com> Subject: TMK Aviation Hangar- Concrete Evaluation Report John: Attached, please find our engineering report for the subject project. Once you have had an opportunity to review, call me should you have questions. S incerely, Ramos Engineering & Associates, L.L.C. Gil Ramos, P.E., M.ASCE, LEED AP Managing Principal Engineer s � � ,�� Sk. .�6 -"7;4�' .'�a':N,r;C`, _ �� '`� ,�� R�'�'^` . « .� . " ,.' _ � a � � � . .Y:�� . . . . . . . Tampa—Largo - Miami Phone: 813-453-093 5 Fax.: 813-653-1792 Cell 786-459-1765 GRamos _,RamosEn ing eering.com www.RamosEngineering.com En ish: This electronic message and its attachments aze fonvarded to you for convenience and"for information only."The message may represent a summary with limitations,conditions and further elcplanations omitted in the interest of brevity and time constraints.The � contents of this electronic message and any attachments may be preliminary and incomplete,subject to review and revision.ff this electronic transmittal contains Findings,Conclusions or Recommendations,Ramos Engineering and Associates,L.L.C.will submit a follow-up hard copy via mail or overnight delivery for your records,and this hard copy will serve as the final record.In the event of conIIict between electronic and hard copy documents,the hazd copy will govern.This electronic message and any attachments transmitted with it are the property of Ramos Engineering and Associates,L.L.C.and may contain information that is confidenrial or otherwise protected&om disclosure.The information this electronic message contains is intended solely for the use of the one to whom it is addressed,and any other recipient should notify Ramos Engineering and Assoicates,L.L.C.and delete this electronic message and destroy all copies. 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