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Home My WebLink About15-16552 . i � I _ - ' : CITY OF ZEPHYRHILLS � 5335-8TH STREET (sis)�so-oo20 1655�� I BUILDING PERMIT PERMIT INFORMATION ' LOCATION INFORMATION Permit Number: 16552 ' Address: 4618 WISTERIA DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WHISPERING OAKS Est. Value: Parcel Number: 15-26-21-0160-00000-0390 � Improv. Cost: 19,000.00 ' OWNER INFORMATION Date Issued: 8/27/2015 Name: SOUTHEAST PROPERTY&ACQUISITION Total Fees: 195.00 Address: PO BOX 9567 Amount Paid: 195.00 TAMPA FL 33674-9567 Date Paid: 8/27/2015 Phone: Work Desc: FOUNDATION STABILIZATION � CONTRACTOR S APPLICATION FEES PREMIER TE H O OGY S S EMS LC BUILDING FEE 195.00 � � �_ � i- � � � Ins ections Re uire ' FOOTER 2 D R UGH PLUMB MI C IN U ION E I 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. i REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there 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 obt�ain 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. ON CTO ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e�saao-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin Owners Name ~ `l�f 1l�:. � Owner Phone Number �J"�O�J'��1� 1� � Owners Address 'V• Y� ��~ � �3��'�� Owner Phone Number Fee Simple Titieholder Name "�— � Owner Phone Number I Fee Simple Titleholder Address J^ I JOB ADDRESS 4p l� S��-+A '.�+ �1^'n��1� �35Z� LOT tl � SUBDIVISION �IIA l��y PARCEL IDM ,��"bI��'v�CLC��J�(7 (OBTAINEO FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSfR� ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR Q COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME 0 • STEEL Q DESCRIPTIONOFWORK VG�Q �Sl ��'2A� +�" PLQ-�I(J IE� BUILDING SIZE S�FOOTAGE (�qO I HEIGHT ( � , �BUILDING $ VALUATION OF i OTAL CONSTRUCTION � ��(}�f U QELECTRICAL $ AMP SERVICE � Q PROGRESS ENERGY Q W.R.E.C. i I QPLUMBING $ � °� p S'- 2 QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION CIQ QGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � BUILDER �( O ANY �, ��CE.r�� S�ar, L" SIGNATURE ✓� EGISTERED Y/ N FEE CURREI. Y/N i �,/p Address 317�5 � wt Z�� License# � 12�f U Y J ELECTRICIAN COM PANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N i Address I License# I PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEECURRE� Y/N Address i License# i ' � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N i Address I License# I OTHER COMPANY SIGNATURE REGISTERED Y I N FEE CURRE� Y/N Address I License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIItllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety�Page;(1)set of Energy Forms.R-O-W Permit for new conslruction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence inslalled, Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compiiance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directlons:• Fill out application completely Owner&Contractor sign back of application,notarized If over 52500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for lhe owner)would be someone with notarized Ietter from owner authorizing same i OVER THE COUNTER PERMITTING (Front of Appiication Only) , Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW I i I � ; NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. Thei undersigned assumes responsibility for compliance with any applicable deed restrictions. � ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or conVactors 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 conVactor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. ' TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands � that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,�as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release� If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. I CONTRACTOR'SIOWNER'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 installaUon as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cyprei s Bayheads, Wetland Areas and Environmentally Sensitive ° Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, WeUand Areas, Altering Watercourses. � - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. � - US Environmental Protection Agency-Asbestos sbatement. - Federal Aviation Authority-Runways. I 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 Zonel"A° in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed�with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)�months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonsVate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) _ OWNER OR AGENT CONTRAC Ofj� — Subscribed an bswom to(or affirmed)before me this Subs rib � d bworn to(or affirmed)b o e his �far Y V�y��Y— Who is/are personally known to me or haslhave produced re personally kno i to me or has produced as identificalion. as identification. � Notary Public I �� Notary Public Commission No. Co Imi sion No. . ��A' I Notary Peblic,State ot F1o�0� Name of Notary typed,printed or stamped Narrie of Notary typed,printed or starrg�dComm. Xpt 5�� No.EE 223688 Ra o`` � � I ' � . �FMIF� os .� � , �, "TI-IE SINKHOLE aOCTOr25" July 15, 2015 � City of Zephyrhills Building Department 5335 8th Street Zephyrhills, FL 33542 LETTER OF AUTHORIZATION I THE UNDERS/GNED DO HEREBYAUTHOR/ZE THE FOLLOW/NG/ND/V/DUALS TO ACT i AS MY AGENT(S) IN OBTA/N/NG PERMITS/N THE CITY OF ZEPHYRH/LLS, FL. �i NAME OF AGENT(S) 'I ��,� �G�.��rll�(�� 1 TH/S LETTER SUPERSEDES ANY PREV/OUSLY SUBMITTED LETTER(S) OF AUTHOR/ZATION. TH/S LETTER WILL DELETE AND REPLACE ANY PREV/OUS I� AUTHOR/ZATION LETTER AND/NFORMATION CONTA/NED THEREON. THIS AUTHOR/ZATION/S TO REMA/N/N EFFECT, UNLESS CANCELLED/N WRITING BY THE Ili UNDERS/GNED. , / i`�. -L , �/�. � � � STATE OF FLO I ; Signature of Li nse Hol err COUNTY OF � �//°f d�� `�l/1�I/f��1/(I Swom o(or affirmed) nd subs ribed before me this Printed Name �, day of ' , , , 2015 , �:��z5�� by� C�I lMt�, _ License Number icense olde I Signat e of Notary (Notary Seal OR Stamp) P son II Known OR Produced Identification Type of Identification Produced 3035 Anderson Snow Road, Spring Hill, Florida 34609 Toll Free: 855-352-7465 Ph: 352-796-8910 Fx: 352-796-8911 www.premiersinkhole.com info@premiersinkhole.com CBC#1251843 I III�I�I I�I illll IIIII Illlf Ilill IIIII IIIII�IIII IIIII IIII Illl � Rcpt:1708744 Ree: 10.00 D5: 0.00 IT: 0.00 I 2015138528 , 08/27/2015 B. M. , Dpty Clerk � _ / � Pemtlt No. Parcel ID No �✓'2`� _ L� _ O�� r �u Ov�— v��o NOTICE OF COMMENCEMENT IState of �1 U�Ul.!/� Co Inry of ��L�G� THE UNDERSIGNED hereby gives nolice that Improvement will be made to certaln real property,and in accordance w6ih Chepter 713,Floride Slatutes, lhe(oliowing infortnation is provfded in this Nolice o(Commencemenl: I A n � ^ � � �/2 ��!/ � �r�� 7. Descriplian of Proparty: Percei Identification No. V P f� b � • I 2 SlreetAddress: � � �� 33�'7 I ��"ls 2, General Descriptlon of Improvemenl � ' i 3. Owner tnfortnallon or Lessee InfortnaUon If lhe Lessee conlracfed for Ihe Improvement: � `� ' �5b � 'C�,Q.�►n.at �S�• 33 t.�.o3 Address � [1, _ _ _ � Ciry�—� Stale Interest in Property: ��x••��"� i Name of Fee Slmple TlUeholder. QI diHeren!lrom Owner Iisted above) Address rG�l '/LJIJ/►t� :SR11�, �Ci'ty �l..�lY��l IYWILY�II� . Stal�„��` /I 1,�' �1 � 4. Contractor. N d f�I V rl ��— `3o'af Fkn`G�2{s,x,��sw �a�9, � S,QIi r� I�+w � 3K c.o� � Address �S�—�� p�'O I Ci�y State Contrectors Telephone No: �� I 6. Surety: i __ Name _ �D �C Address I City Stale 0�r Amount of Bond: $ ^ Telephone Na: ��N 6. Lender. I �N o Name � i B m Address � City Stele ��r= Lenders Telephone No. , , Nr+7 t+ 7 Persons witNn 1he Slate oi Flodda deslgneled by the ovmer upon whom notices or other documents may be served as provided by �W� Section 713.13(1)(a�(n Florida Slatutes: I /y�N D Name vM3 O � G1N� Address i City Stale � Telephone Number o(Deslgnated Person: i �.i0 � . � 8. In additlon lo himselt,the owner designates � I of_ �/Ar o, lo recelve a copy a i Iha Llenor's NoUce as provided In Secdon 719.13(1)(b),Flodda Slalutes. �y,/ v! -i Telephone Ninnbar of Person or Enlity Designated by Owner: � � � 0 � 9. Expiralion deta of Notice of CommencemeM(the ezplration tlele mey nol be belore Ihe completion ot corutruclion end final payment to Ihe s contraGOr,but will be one year from lhe date of recording unfess e tliflerenl dale fs specifie�: � WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREO IMPROPER PAYMENTS UNDER CHAPTER 713, PAR71, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOIYOUR PROPERN, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIN i WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I Under penalty o(perJury,I declare thal I hava read 1he foregoing nol i e of commencament and Ihat lhe tacts stated the In ere Irue lo Ihe besl of my knowledge and belieL STATE OF FLORIDA I �"1 COUNTY OF PASCO Signetu e of Ovmer or Lesaee,or Owners or Lessee's orized OPo er/Dlre IodPa A�er r"`��.�A�✓ C�-Q..�Qa��9-� Sfgnato�s Title/Office , The foregotng instnanent was ecknm�vledged Defore me this�day ot Jv` zo!�oy M�G�Ae I �"�"�aV�PjS as M A`'�A�'i i^C M��'`� b� (ty0e ol authority,e.g.,officer,lrustee,attomey In facl)tor �U � � d Y' 1' �A'�S�GGC�neme o on behalf oiwh mentwas executetq. i Personalry Knavm �Produced Identlficatlon❑ Notary Slgnat�r 1 ' ) ��°�� Type ol Idenlfication Produced Neme(PrinQ v� �AW�'1 S I l��wQi I � ; 0 �� • @ � � S'��7�c�� 'LCJFtIDA,COUNTY OF PASCO �°��Y�P`�n NiPHnwnNSnuwFU �� ' � Th�l�(�TG CERTIFYTHATTHE FOREGOING ISA * * MY��SSION7FF211376 �. � . t- : TRUE AND CORRECT COPY OF'�HE DOCUMENT sr,, ,,.. EXPIRES;August30,zo�s �v��.,� �C eovnoP BanOedThruBudgetNotaryServices * � InGo6 ::� •� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ,� • � WITNES.S MY��I��t��fHIS I '��DAY OF��. 2 �� ' 1�8�' �@' y�_�'►`FII ,�I FR � C'yQ1�QPTR(�I I FR � ___ '� � a � �tATE OF�' B TY CLERK i I I i > ; � l � - �� . 4 _ :� � � � �� . � ,,�,�, � ,� � r�� if�1'\.e"'eR�� @�'��i�� UNDERPiNNING P�QPOSAL SPIN - 4618 Wis#eria Dr Zephyrhills, FI 33542 i �.: �� . ''i __ � �� :.Y � _ =:�r �r�. ,-:: .:o�� ' '4k� � i ..� �� ,� ...c. � ' 3U35 Anderson Snow Roadr Spring Hill, FL 34609 855-352-SINK * 352-795-8910 * Fax: 352-796-8911 * CBC#1252843 ? S � �i L � r� � �� os , � ""!"H� StMKW�l.E OQCT`Ca�S•• WHO WE ARE PREMIER TECHIVOLOGY SYSTEMS has over 50 years of experience in Home Building/General Construction and Foundation Repair, not to mention �more than 10 years of experience in Sinkhole Repair. PREMIER TECHNDLOGY SYSTEMS works with all Insurance Companies, Mortgage Companies, Engineers and Homeowners and demonstrates exceptional customer service at all times. We loak forward to working with you and would like to thank you fo�your time and cansideration. REMEDIATION METHUD Underpinning Underpinning is a technique utilized to repair structures that exhibit major distress. The process of underpinning forces thick walled steel pipes, common(y referred to as .Pin Piles, verticalty into the ground service using the weight of the structure as the reaction mass. The Pin Piles are hydraulically advanced until downward force results irt reaching competent load bearing strata, bedrock or 3,000 PSI which is what most engineering firms recommend. The Pin Piles are then pinned at a safety pressure with a 5/8 x 6 inch steel pin that carries the weight of the structure and is moun#ed to the foundation. Underpinning transfers the weight of the structure from unstable surface soils to stable sub-surface materials. PERMITS PREMIER TECHNOL.C?GY SYSTEMS works in campliance with all county requirements and wifl obtain any �elated permits from the governing agency prior ta the initiation of work. An Oriainal Stamped/Sea1 Soil Investi�ation Repant is required for permiftina use. In the event this agreement cannot be performed due to circumstances beyond the control of PREMIER TECHNOLOGY SYSTEMS, THE OWNER AGREES TO reimburse PREM/ER TECHNOLOGY SYSTEMS for all expenses and fees in arder to obtain such permits. 3035 Anderson Snow Road, Spring Hill, FL 34609 855-352-SlNK 352-796-8910 Fax: 352-796-8911 CBC#1251843 Tuesday,June 30,2015 � . :``: t� .�� ; �-�� ° �4 �� t - � .,'Yf-4E SEFlFGH�L��C�C�O�S�• STABILlZATION - REPAIR COST PREMIER TECHNOLOGY SYSTEMS has included a breakdown ot'project costs and methods stated in the chart below. ESTIMATED DESCRIFTION QUANTITIE5 UNIT PRICE ESTIMATED TOTALS Mobilization/Permit Fee 1 $500.00 $500.00 Engineering 1 $3,000.00 $3,000.00 Underpins- Main Structure every 6-8 ft. $15,500.00 Underpins- Detached Structure $0.00 Slurry (Pins) 1 $0.00 Remove and Replace Stem Walls and Footers � $0.00 � FREE LJFETIME TRANSFERABLE WARRANTY TOTAI,: $19,OOO.UQ *Above pricing is set and wi!!not change due to depths of piers. **All Estimates are valld from thJrty(30J days from the dote stated herein. ***Estimate on pins ta be determined by�'ngineering ***Estimate on tost of stem wall and footer due to complexity of project , �" Homeowner Initials: Premier Initials: �'"' 3035 Anderson Snow Road, Spring Hill, FL 34609 855-352-SINK 352-796-8910 Fax: 352-796-8911 CBC#1251843 � , . or �-� .Y S I � ,''�i,,.7: _ �. : ��11�I�� - + „��sir�KHO�.E�oc�a�s" OBLlGATIONS AND RESPONSIBILITY OF HOMEOWNER Owner acknowiedges ail Obligations and Responsibility as being the true and legal owner of the property. P17FMIER TECHNOLOGY SYSTEMS has included #he following ouiline of Owner's Responsibility and Obligations to allow for the uninterrupted progression and comple#ion of Project. These items MUST be provided by the homeowner at no cost or liability to PREMIER TECHNOLOGY SYSTFMS before, during and after Project is completed but is not limited to: PROJECT ACCESS PREMIER TECHNOLOGY SYSTEMS requires full access to working area. PREM/ER TECHNOLOGY SYSTEMS wil) review the conditions of project and accommodate owner with the wark schedule. WATER SUPPLY PREMlER TFCHNOLOGY SYSTEMS wiil require a water supply that will accommodate us for prepping the worEc site and #o ensure proper clean up. ELECTRICITY PREMlER TECHNOLOGY SYSTEMS will need access to 110vo{t, 20Amp power source. This is required to perform safe and professional work site. - COSMETICS PREM/E'R TECHNOLOGY SYSTEMS holds no liability of additional cracks and cosmetic repairs not stated herein. I.ANDSCAPING PREM/ER TECHNO[.OGY SYSTEMS wili replace any Jandscaping this is damaged beyond the norma! wear and tear that is associated with the project. Excessive wear and tear will be determinad at the completion of the job during post inspection by PRFMIER TECHNOLOGY SYSTEMS and homeowner or homeowner's representative. UNDERGROUND UTiLITY IDENTI�ICATION It is PREM/ER TECHNOLOCY SYSTEMS responsibility to locate, mark and make aware of any utilities such as irrigation, phone, sewer, water, and electric. THis includes a!I utilities and home features i.e. a/c units, and water pumps. , Womeawner tnitials: Premier Initials: i I 3035 Anderson Snow Road, Spring Hill� FL 34609 I 855-352-SINK 352-796-89'10 Fax: 352-7'96-8911 CBC#1251843 < < � y �r" � I � � '' „ ��I�� rwE siN�cHO�� Qocro�� MONITORIPIG REQUESTED CHANGE ORDERS AND MATERIALS Owner shall pay all valid charges for materials used by PREMIER TECHNOLOGY SYSTEMS for proper completion of the Project. PREMIER TECHN4LOGY SYSTEMS reserves the right to request Change Orders for any changes of quantities or additional materials required by Monitoring Engineer. If PREM/ER TECHNOLOGY SYSTEMS1Monitoring Engineer discovers any unforeseen problems, PREMIER TECHNOLOGY SYSTEMS will stop work until PRFMIER TECHNOLOGY SYSTEMS and the Owner enter into a revised Agreement which will take into account the cost and expense of correcting the unforeseen problem into consideration. INDEMNITY PREMIER TECHNOLOGY SYSTEMS shall indemnify and shall hold harmless the Owner, architect and their agents against claims, damages or lawsuifs arising out oflor from work as a result of negligence on the part of PREM/ER TECHNOLOGY SYSTEMS. Th'ie limit af PREMIER TECHNOLOGY SYSTEMS liability shall be the contract price, not to exceed $1,OQ0,000.00. PAYMENT SCHEDULING AND C�NDITfONS PREMIER TECHNOLOGY SYSTEMS will require, at time of contract execution, 1/3 down of the Total Praject Costs. The remaining Balance, based on unit price for actual quantities used, is due upon completion of the remediation and repair work. If the owner fails to �emit the final payment, PREMIER TECHNOLOGY SYSTEMS will be entitled to fu11 reimbursement of all costs and expenses, including attorney fees at owners' expense. Should fhe Owner b�reach payment scheduling by exceeding Fifteen (15) days, bafance due will accumulate an interest ch�arge of 1.5%. All payments are scheduled and acceqted as per mortqaqe comnanies draw schedule.� PREMIER TECHNOLOGY SYSTEMS has the riqht to enforce work schedulinp if neglect of qayment is�due to the sple neqliaence of the homeowner. PREMIER TECHNOLOGY SYSTFMS would like fo thank you for providing us wifh the opportunity to assist you with your imporfant projecf. We hope that we have been able to fully address all of your questions and concerns with an above-average level of trust and fulfillment. If there are any other future questions that arise from reviewing this proposal, please contact us directly. i i r '•� Homeowner Initials: premier initials: " 3035 Anderson Snow Road, Spring Hill, FL 34609 855-352-SINK 352-796-8910 Fax: 352-796-8911 CBC#1251$43 � � � _______ _ __ °# -�� , � '•i =:,f.M-, I � � � ��1�'�� : ,,� ,.rt•t��csKrtot��acacrca�s., ACCERTANCE AGREEMENT In accordance with pages 1-5 of the above referenced praposa) and its attached conditions, this page shal! represent the acceptance and agreement of all �erms and Conditions ir�cluding the Scope c�f Work descriptions contained therein. This page and the referenced proposal.shall represent the only cantract andlor ag�eement for this wc�rk and shail represer�t a binding agresment between FREMfER TECHNOLOGY SYS7"EMS and the undersigned. � it is understood and agreed, that this agreement contains all the covenants, stipulations, specifications, and pravisions ag�eed upon by the parties hereto and neither party is or shal! be bound by any sfatement or representation not in confarmity herewith. *This contract is nuN/void if the insurance company denias approval for the remediation p(ans outlined herein. TOTAL PROJECT C05T: $99,000.00 S4% DEPOSMT: $9,500.00 FINAL PAYMENT: $9,500.Q0 .-.1 , Accepted an ! �"� � f �} ,� r � . Approved: j � i` � �t ' Date: �{ `-� �-'�� t Accepted and Approved: Date• , Premier � Representative: Date. � 3035 Ancierson Snow Road, Spring Hiii, FL 34609 855-352-StNK 352-796-8914 Fax: 352-7'96-8991 GBC#'#251843 � , � . �_ .�� '�ll�F'�. OS �+ "'i"MiE�IkVKHG7L.� �OC't'O�5" CONTRACT CONDiTIONS For the purposes of the follow+ng contract conditions, PREMIER TECHNOLOGY SYSTEMS will hereinafter be called "PTS", the second party to this contract; the Owner wiil hereinafter be called "Owne�' or "Customer". 1. PREVI�US NEGOTIATIONS: All prior negotiations, proposals, correspondence and memoranda between "Customer" and "PTS" are superseded by this proposal. This proposal, in its entirety, shall be made an integral part and incorporated into any purchase orde�, proposal, unde�standing, or contract agreement resufting from it. "PTS" offer is subject to possible revision in scope, price and terms if not accepted hy Customer within thirty(30) days of the date of fhis proposal. 2. PRE-BID INFORMATION:"Customer" has furnished information used in planning the work covered in this proposal to "PTS", and "PTS" assumes no responsibility for ifs accu�acy. If the conditions were not in accordance with the information supplied to "P7S° by "Custome�' or others, the recommended procedures and scope of work of this proposai may not necessarily apply, and Customer� will reimburse any additional expenses incurred by"PTS"as a result of this difference to "PTS". 3. OWNERSHIP: "Customer"warrants and represents that no one other than "Customer" owns any interest in the real property, which is the subject of the proposal, jn fhe event any other person owns any interest in said real property, °Customer" hereby warrants and rep�resents that "Custome�' is the agent of all other awner(s) and that "Custome�' is expressly authorized by such owners to enter into and execute this agreement on their behalf. 4. HIDDEN CONDITIONS: It is understood that while periorming the proposed work, other conditions that may have been hidden may become known. Such cansequences will be beyond "PTS'" control, and "PTS" assumes no responsibility for such consequences, although "PTS" will use reasonable efforts and expertise to avoid or minimize these consequences. 5. l.IEN RIGHTS: ACCORD/NG TO FL�RlDA CONSTRUCTION LIEN LAW(Sections 793.001-793.37', �lorida StatulesJ, THOSE WHO WORK ON YOUR PROPERTY OR PRQVIDE MATERIALS AND ARE NOT PAlD /N FULL HAVE A R1GHT T� ENFORCE THEIR CLAlM FOR PAYMENT AGAINST TNEIR PROPERTY. TH1S CLAIM IS KNOWN AS A CONSTR�UCTION LlEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, OR MATERIAL. SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WNO ARE OWED MONEY MAY LOOK TO YDUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PA1D YOUR CONTRACTOR /N FULL. !F YOU FAIL TO PAY YOUR COIVTRACTOR, YDUR CONTRACTOR MAY ALSO HAVE A LIEIV ON YOUR PROPERTY. TN1S MEANS IF A LIEN 1S FlLED, YOUR PROPERTY MAY BE SOLD AGA/NST YOUR WILL TD PAY FOR LABOR, MATERIALS, OR OTHER SERVIES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAlLED TO PAY. FI.ORlDA'S CONSTRUCTION LIEN L4 W !S COMPLEX AIYD 1T IS RECOMMENEDED THAT WHENEVER A SPECIFIC PROQLEM ARISES, YOU CONSULT AND ATTORNEY. Homeowner Initials: 1 Premier Initials. 3035 Anderson Snow Road, Spring Hill, FL 34609 855-352-5lNK 352-796-89'10 Fax: 352-796-8917 CBC#1251843 , ''� r � � . q �l'� :T O �! . I � �� - °rH��n�K�aLC �ocro�s�� 6. EXCL.USIONS: Any i#ems of work not specifically included in this proposal shall not be the responsibility o# "PTS". Any altera#ion or deviation f�om the attached or referenced sp�cifications, involving extra costs will be executed only upon written change orders, and will becom�e an extra charge over and above this proposal. 7. LIABILITY: No liability shall be accepted by"PTS"for conditi�ns that exist beyond its immediate control or knowledge. This shall include hidden or unknown conditions, Acts of Gad, weather events or conflicts between "PTS"worfc and the work of athers. It is understood that"ATS" must follow and adhere to the repair recvmmendations prepared by the hired geotechnioal engineer. It is understood that no repair recommenclation guarantees 100% success. "PTS" is licensed properly and qualified to perform all recommendations outlined for necessary remediation. "P7S" will hold no responsibifity for damages caused by or there of the mandated recommendations establistied by the hired geotechnical engineer. However, � "PTS" 9s hired by fhe owner and will set forth all efforts to protect and comply with owner's right and personal interest throughout project completion. "PTS" agrees that if these rights or persona! interest are hindered at any time during the project, at the time "PTS"and owner witl reach mutual grounds to move forward. )f mutual grounds are not agreed upon in writing, no obligations will�be revised from original contract agreement. 8. INCORPORATION: The terms and conditions contained herein are hereby incorporated into and made a part of the Proposal f�om uPTS" to "Customer". (Any such Proposal and the provisions contained herein are hereinafter referred to as the"Agreement."ar"Contract"). 9. BINDING AGREEMENT: The rights and obligatians of�the pa�ties under the"Agreement"shall inure to the beneflt of, and shall be binding upon,the successors and assigns of the parties. 10. .iURISDICTION AND VENUE: The "AgreemenY' shall be governed by the laws of the State of Florida. Venue for any action, either by "PTS "or "Customer", arising out of or in any way related to the "Agreement", shall lie exclusively in Brevard and Pasco Counties, Florida, to be determined by"PREMIER TECHNOLOGY SYSTEMS'" sole discretion. "Customer' hereby consents to the personal jurisdiction of the state courts of Brevard and Pasco Counties, Florida. The parties further agree that mailing by registered mail of any process to the last known address of either party shaN constitute lawful and valid service of such process. 11, ATTORNEY'S FEES: In any litiga#ion involving the breach, enforcement or interpretation of this "Agreement", the prevaiting party in such litigation shall recover reasonable attorneys' fees, costs and expenses. 12. ENTiRE AGREEMENT: The "AgreemenY' constitutes the entire agreement between the parties with respect to the subject matter hereof and may not be changed or amended except by a subsequent - agreement in writing signed by"PTS°and "Custome�". 13. SEVERABILITY: If any provision of the "Agreement" is held to be unenforceable for any reason by any court o�tribunal, that enforceability shal( not affect the remainder of the"Agreement"which shall �emain in full force and effect and be enforceable in accordance with its terms. 14. WAiVER: Any waiver by either pa�ty of the breach of any provision of the °AgreemenY' shall not operate or be construed as a waiver of any subsequent breach. Homeowner Initials: � Premier Initials: I 3035 Anderson Snow Road, Spring Hill, L 4609 855-352-SINK 352-796-8910 Fax: 352-796-8911 CBC#1251843 A. • • 1 :��u�� .�'�'y�'. (� I � �� J !� �� ' ,� THE 5lNfC.F�{�?LE dC?C'i'f��5•, 15. NO INDUCEMENT: "Customer" hereby waives any right to asse�t or claim that it was induced to enter into #he "Agreement" by any representatian, fact, occurrence, agreement, promise, statement or warranfy made by"PTS"or any of"PTS" agents which is not expressly set forth in the"Agreement". 16. WARRANTY: "PTS" offers a lifetime transferable limited warranty for structural damage related to the Underpinning Process. In the event additionaf structural settlement occurs, °PTS" will evaluate the problem free of charge. "PTS° will not be hefd responsible for movement caused by; earthquake, hurricanes, flood, soil erosion or any other natural disaster. Your exclusi�e remedy shall be for correction of any de#ect in workmanship. In no event shall you be entitled to consequ�ential af incidental damages, regardless of whether the claim is based on warranty, contract, tort or otherwis�. The toal limit of"PTS"'s liability shali not exceed the cost of the defective work in place by"PTS". EXCEPT FOR TWE EXPRESS WARRANTY STATED H6REIN, "pTS" DISCLAIMS ALL WARRANTIES ON MATERIALS C)R 5ERVICES FURNISHED HEREUNDER, INCLUDING, WITHOUT LIMITATIQN, ALL IMPLIED WARRANTIES OF MERCANTABILITY AND FITNESS; AND THE STATED EXPRESS WARRANTIES ARE IN L1EU OF ALL OBLIGATIONS OR LIABILITIES ON TH� PART OF "PTS" AR{SING OUT QF OR IN CONNECTION WITH THE PERFORMANCE OF PREMIER TECHNOLOGY SYSTEMS HEREUNDER. 17. DAMAGE EXCLUSIONS: DURING THE GROUTING PROCESS THE OWNER HEREBY RELEASES "PTS" FROM ALL RESPONSISILITY FOR ANY SEPARATION IN PLUMBING AND/ OR DAMAGE TO STRUCTURE CAUSED BY PLUMBING LEAKS BEFORE, DURING OR AF7ER AS A RESULT OF THE WQRK PERFORMED. "PTS" WILL INFURM THE OWNER THAT NEARBY WELLS MAY BE AFFECTED BY THE GROUTING PROCESS (i.e cloudy/sandy wate� may appear}. WITH THIS KNOWLEDGE, "PTS� RECOMMENDS THA7 A HYDROSTATIC PLUMBING TEST QF ALL SUPPLY AND WASTE SYSTEMS BE PERFORMED UPON COMPLETION OF THE PROJECT AND THE OWNER RELEASES "PTS" OF ANY AND ALL LIABIl.ITY REGARDING REPAIRS OF PLUMBING, WELLS, PUMPS ANDlOR OTHER QUIPMENT DUE TO THE GROUTING PROCESS. STRUCTURE CRACKS ARE COMMON WITH THE GROUTING PRQCESS. THEREFORE "PTS" SHALL EXERCISE DUE DILIGENCE IN ALL ASPECTS OF THE GROUT PROCESS, BUT ACKNOWL.EDGES THA� THE PROPERTY MAY DEVELOP CRACKS IN DRYWALt, TILES, SHEETROCK, AND OTHER SOLID MATERIALS DURING THE COURSE OF, OR � AFTER THE COMPLETION OF THE PROJECT, THEREFORE, "PTS"WILL NOT BE HELD RESPONSIBLE FOR R�PAIR. 18. RESClND CONTRACT TERMS: Fhe l968 Trufh in Lending Act and the T969 Federal Reserve Bond � Regulation Z Rules under fhe Consumer Credit Protection Act gives property owners a three day cancellation/rescission righL By signing and dating the contracf below, you, the Homeowner{s}, ! understand thaf you may cance/this fransaction without penalty, wifhin three business days from fhe date signed below. Your written cancellafion must be postmarked no later than midnight of the third I busrness day afte�the con#ract date below sent via certified US Mail. � Homeowner Initials: Premier Initials: . 3035 Anderson Snow Road, Spring Hill, �L 34609 855-352-SINK 352-796-8910 Fax: 352•796-$91'I CBC#1259843 }'` 1 ] ' _�. 11.1'��N _ _. 'l.y��! .A�a�,� �•� - ..^:r - ••�j� ��;.F:,,-:.. _c�� .--_- �,1 ",�"�%�, ,�.�-. �� _ "" ' - a.:s��' _ ' I SINKHOLE GEOTECH, INC. Geotechnical &Structural Consulting - - -- � .Y �� ?rF .rk , S .\„ $. <'�+,,� �� +� �=- _ - ii°,'.�&� � ��;`� - ::;+,,,.. ''`�'' r.^ :�:..r;e:k�?�'�iL: '_:v-:'"i:�, -'��.�._ �� _ ts . , ' , _ ` .- ' . .t, , .-._ _ _ �._°'� ,.. . --'i�- -- }�'�..'3'a�-�.'"�-� ~,,._.., ,~�'+:�a'•..��. � '', �. ! • :~�.{;�r.,C�dC!�g;=;�-y.��u��± . � . � .:i^-+.. - Y`;,^�,F•�},Y�'g -'�� '"�.�.` � d ,,.y._ ,i _'�.=1�'�"ri ' s�"�.�e•, �� - •.,,��: ' ..ra'+� �:' ,"` ��r%... �e• �'"+� ,;. ,.,.,� �;t��;-j _- . ;v-.}�'��..;,' .�.:. ;TC:. :.dY'" ': rd`l;i'`•','. _L� r'��a,>J-2 1i> ��. ^`.s__.Y,,._...__ - _......�...a - _ � . ALL WORK SHALL COivIPLY WITHALL Structural and Soil Explora�r�,ING CODES,FLORIDABUILDING Southeast Pro er Ac uisitions LL LECTRIC CODEAND P t3' q ��]T.S O_Rn�TA�CES 4618 Wisteria Dr. Zephyrhills, Florida 33542 ��/��p��'�' - SGT Project No. P1507-9167 �,��'�IYF��I��S� � , s EXq�1NER �CJ july 8, i 015 � O � � ./ � , - -`-^°"� - _;�;r�„�,�:�,;�r'--�-= Sinkhole Geotech, Inc. � Geotechnical &Structural �onsulting 21859 State Road 54, Lutz, FL 33549 Florida Certificate of Authorization No. 29687 July 8, 2015 Southeast Properry Aequisitions LLC Properry 4618 Wisteria Dr. Zephyrhills, Florida 33542 Subject: Structural and Soil Exploration Report 4618 Wisteria Dr. Zephyrhills, Pasco County, Florida Sinkhole Geotech, Inc. (SGT� has completed structural and soil e}cploration at the above referenced properry.We appreciate your selection of SGT to perform these services.The assessment was completed on July 3, 2015,and consists of preparation of a site map, inspection of cracking damage,hand auger borings,and foundation test pits. � � • � • � � • � • • • The purpose of this structural and soil exploration and field exploration services completed by SGT for the project site was to evaluate the foundation and determine if the residence is stabilized and habitable at this time.To achieve this,a two-stage engineering investigation was performed which consisted of the elements listed below Stage I • Performing a field inspection of the residential structure, selecting field test locations,and reviewing existing information consisting of general subsoil conditions in the project area and any other available project area related information. Stage II • Evaluating the exterior and interior damage, • Obtaining representative soil samples from test locations, • Grouting all soil borings in general accor�dance with applicable guidelines,as necessary, , • Reviewing soil samples and performing laboratory inspection of all selected samples,as necessary,to evaluate pertinent engineering characterisrics of the soil 'I and assist in their classification,and ' • Compiling the field exploration and laboratory testing data,providing an evaluation I of sub-soil conditions and summarizing comments, findings, and conclusions as they I relate to the completed repair, ongoing damages on the properry. SGT Project No.:SGT-P3507-9167 Southeast Property Acquisitions LLC Property Page 1 of 4 w�rW��,..__ _,..:..;.. _ ,.„._� , - r-��-, _rr-,- � Sinkhole Geotech, lnc. Geotechnical &Structural Consulting 21859 State Road 54, lutz, FL 33549 Florida Certi�cate of Authorization No. 29687 i � � • : � • � � • � � r � .._..�.,__a.�_._.�__ ___.._.e.�..__.__. , , �..._��,_...�..�:.,..�.__.._.�..,_ ,��,�._.� 2,.1 OBS�E�RVATI�O!NS,A.N'D�:CO;MME.NTS,{� - � � � ! � . _ - � - � ` ;� ___.�..�n..._..._.__..__ -.. _._� m�____.�_�,:;__.. ._._ Site�inspection features as documented during our reconnaissance of the properry on 3 July 2015 are illustrated in Photographs 1 througl� 16 of the Attachment. The most significant damage to the properry is the stair-step and horizontal cracks in the exterior walls and separation between walls and ceilings. .�____�...,_..._�_._...� �.�� 2_2�G:E�OT,E�CH�NI.CA�L�EVALUAT�I'O,N�-�_. � � , �?� � - - ' �^�A � � This evaluation of subsurface geotechnical conditions relating to the project has been based on our site observations, and hand auger data collected by Sinkhole Geotech (SGT). In evaluating this test boring data,SGT has used previous characteristics,which have been observed for structures and soils similar to those encountered at this site as well as our knowledge of the general area surrounding the project site in Zephyrhills, Pasco County, Florida. � � � • • � � � � � : • � � • • � • • • . � ',+�.T�;__—_______.�._..__...._.��----.---------_ —_--...M_,.._,_.._�.�—..�._�...__:___�__ �.....____:t�_�_..�-- --- �.'._...___�.� �3 1,RR`EV,IO�t1S:I.NbVEST,I'GATI'ON � � _ • , _ _ . �� _ _ — , �_..:._1:.._.�_�...�. A previous investigation by SDII (SDII Project No. 2800031710) concluded that sinkhole activities was occurring underneath the residence and recommended deep injection- grouting program. Sinkhole Geotech (SGT) was requested to check this residence to recommend the appropriate stabilization for the damage. SGT inspected the residence to study the nature and potential causes of the damage. The damage consists of stair-step cracks in the northeastern corner of the residence and few cracks in the west elevation and front of the residence. Our hand auger borings indicate the presence of very loose soils within the zone of influence of the foundation. SGT was requested by the homeowner and/or his contractor to provide; a stabilization plan. The plan consists of exterior underpinning points around the perimeter of the structure was provided. -r�._µ--------- �----- --. - ---- - - --..__ __ _.__ --- --� — -- - ---w-� 3,.2 FIEL?D. 'P.RO.G'R'i4IV1 � . ~ '- - __�- - . . ` , . ' ` � � - � � , =---------�--:-----_-- _—v�_�_�`__._..___ __�__�._a�.__�.z_.�-� �_ _�------�-___.�.�_n____.____�_ � ,�__ The field exploration program, consisting of the elements discussed in Section 1.0 above, was performed on 3 July 2015. Various photograph(s) illustrating field operations and site inspection features of the house exterior/in�terior as well as sampling tools are included in the Attachment. Subsurface conditions i'thin the project site were explored by advancing two hand augers borings. � SGT Project No.:SGT-P1507-9167 Southeast Property Acquisitions LLC Property Page 2 of 4 ; _ =_Yl.°r ��r_�°:�rr,-=��rrfi-:_. Sinkhole Geotech, Inc. t `J..fI!'ia. _ Geotechnical &Structural Consulting 21859 State Road 54, Lutz, FL 33549 Florida Certificate of Authorization No. 29687 I � ' 3.1.1 TEST PITS , 'I�vo hand auger borings were performed around the perimeter of the structure to explore the shallow subsurface soils on July 3, 2015. Tlieses borings were advanced approximately 5 feet below land surface. The house founded at depth ranged between 12 and 15 inches. Boring locations are presented in the Attachment. 3.1.2 HAND AUGER BORINGS 'I�vo test pits were excavated on July 3, 2015 to determine the foundation type and depth of embedment.The test pits indicate the footer was embedded less than 10 inches. i 3.1.3 GROUNDWATER I The groundwater table was not detected within a depth of 5 feet below ground surface. . � • . � . � . . � The observed damage on all the exterior walls is consistent with differential movement of the foundation due to lack of support from underlying soils. SGT was requested by the homeowner to provide underpinning piers for foundation stabilization around the � structure. The underpinnin iers extend the de th of the foundation, so that it is I g P i P supported on more stable soil. Underpinning can be used to stabilize the structure but will ' not deal with any deep soil conditions nor provide a remediation for the soil underneath the residence. . � � • __l��_�—�_.�._..___�_a_.�____e_� �6.1_.G E�N�:E,RA.L , �� ____�_.,�.�_._._..�_..�.��._ ' _ � a.. `.__4 _ � �~_ � ' �� r` � ` _.�w'- - �M�___� This investigation report of field exploration,sampling,testing, data evaluation,and engineering consultation services has been prepared for the exclusive use by Southeast Property Acquisitions LLC Property in accordance with general accepted geo-forensic engineering methods. No other warranty is e�ressed nor implied. �6.2_SCORE O:F S_ER`V_I;CES_V_.V____�,_.__�_._�.:--.y.�_.__ � . __ _._a-_-_-_--_�_.__.�__��._.�___�n_.___�` --�_�__.__-_ " - This report has been prepared to aid in the evaluation of structure, soil and ground water conditions at the project site.The scope of services is limited to the specific project and location described herein,and the description of the project represents SGT's understanding of significant project aspects related to structure,soil and ground water conditions.Any conclusions or recommendations made by others based on the data contained herein are not the responsibility of SGT,unless we are given the opportunity to review those conclusions and recommendations. SGT Project No.:SGT-P1507-9167 Southeast Property Acquisitions LLC Property Page 3 of 4 , r.,.,�,�.�J.;�� _ ___ ^*� ��, , �J�rf-'�� Sinkhole Geotech, Inc. _4._w.��..w _�:._�.� ' Geotechnical &Structural Consult�ng 21859 State Road 54, Lutz, FL 33549 Florida Certificate of Autharizatian No. 29687 � . L , f p�.M..�+.��»...�� . . �.6:3—G'i-I A�N G;E:D_C C1 N�D I,TrtI'O:N:S � -� ' _ __.�.1..�.,�,....._ ,.��.....,��._.�.._ Y ` .;,.�. . __.�:... _ � - �,.�::.�:..:.,_- ��::.�...�._.L--`�'.. �.�.M:....z.._..�,�.�_ °. ,_ The observations submitted in this repart are based upon the data obtained from the field ' exploration and laboratory inspection program and from any other infarmation discussed in this report.The report does not reflect any variations that may accur in subsurface conditions. In the perfarmance of subsurface exploration, specific information is abtained at specific loeations at specific times.However,it is knawn that site and subsurface canditions can change with time.Additionally,variations in soil,rack and graund water canditions exist on most sites between boring locations.One factor can affect the site is the absence of gutters can cause steady erasion that happens over time followed by serious foundation damage. f....__�._.,.... ....r..-.._.-,.- -, . m{,»�._.._... ,.......,•.....'�. _ " . _ , _.�-..�.„ . �:.6.4 RE�FItOiD`.UCTIO.N :.�.._.�...�4_,...�'.s�...�,�_..�,__..v._._T �' � ._._..,...- . �.,_..�..._.___�._.,1 The reproduction of any portion of this report in plans or other engineering documents suppiied ta parties ather than the ciient ar assigned parties must bear the language indicating that the informatian contained in the'report is for general information anly,and that neither the Client nor 5GT are Iiable to sucli parties. SGT appreciates the opportunity to be of help to Southeast Property Acquisitions LLC Property.Please contact us should you have any questions regarding this repa,rt or require additianal information. Respectfully Submitted, S1NK�It�1.£CY�t3'I�C�I, iNC. .L� .� Ahmed Said., P.E. #709Q1 Principal Engineering Consultant Florida P.E. #70901 July 8,2015 SGT Project No.:SGT-P15d7-916? Southeast Property Acquisitians L�C Praperty Page 4 of 4 � i ATTACH M E NTS Project Site Location and Vicini'ty Map Site Pictures Hand Auger and Test Pits Locations Hand Auger Data � � r t 0 � .O .p'— �; ,... � ' .r . � � 0 .� . . � . . ..� �. _ � ,• ' i • . ;i. .. . , ' _ii ;t i�.. ' .�� .. � ' ., : � _ - O :. . . ' O .ar�� - ' - - -� , ' ' .. �.•Q . • . � _ s . �et•,hr:rul�.'� , ' . 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" ✓� -_. _ ' - -� 1 t I SINKHOLE GEOTECH, INC. ! Geotechnical &Structural Consulting 21859 State Road 54, Lutz, Florida 33549 ' � �.� � :+Gil ��K ,'�• A� yl � .. �p' '��.�.- v�.��.. =� y.��;,j � •��.. F i�ty. � �t�..' k �� ' �1 � 1 t :,,;�.: _--�'= '. :a;.y'�`,c;.:;r�_ - -'- '^ : � _ -_. ' �. � � " �. _'__" e _ � _�—�� lJ tsr ' I _ _ • - __ " _ __ _ --�_ ��1�.�:..t}:Y'^.:e !�-`- . ' . . . ��. _ '_ ' .,'r,b - ^'r. ..__.%d ."'�;,' .x � v :Y.t_.��"`Y— .:.- �'��`.`��' .,..��'.`�`ti'+.:,,,'.4''- vwclP , �7:'��•S>T:r.-�3��;,;t'i`�� '•l.� .. 1 ' •�'�~ .Y:'%.^�a>i'r;�ti��'ic:�^q.� � �'.� � 4'�. _ _ _.✓,n� :,z Y� ��_�,-` Y}.,.r = - _ . - . .l � - - _ - _-_ " -_ _ :~� �..':";�-..__a... : - : , . .._ � 'ti,..., . , __" _ .',.e.._:..,....__. }�€= ' � Remediation Activities Summary Report '� � Southeast Pro ert � Ac uisitions LLC p Y q � Property , ! 4618 Wisteria Drive Zephyrhills, Pasco County, Florida ' SGT Project No P1507-9167 August 2�4, 2015 � � ' ' -^ � . �,� Sinkhole Geotech, Inc. Geotechnical &Structural Consulting 21859 State Road 54, Lutz, Florida 33549 ' Ronald Rueff � August 24, 2015 , President Premier Technology Systems, LLC � ' 3035 Anderson Snow Road � Spring Hill, FL 34609 i � ' RE: Remediation Activities Summary Report Property at: Southeast Property Acquisitions LLC ' 4618 Wisteria Drive � Zephyrhills, Pasco County, Florida � ' Dear Mr. Rueff, � i Per your request, Sinkhole Geotech, Inc. (SGT) is pleased to submit the Foundation Stabilization Report for monitoring underpinning pressure piers at the above referenced ' site. � ! ' Per your request to provide an underpinning pier plan to augment the foundation, SGT prepared and monitored the underpinning plan. The underpinning transfers the house load to more stable deeper soil and prevents furthe'r foundation movement. ' � The purpose of this report is to provide certification that SGT, as a third party, monitored � the foundation stabilization operation performed by Premier Technology Systems, LLC on ' behalf of the client or homeowner at the above referenced structure.This report documents the pressure pier and the underpinning installation details of the work completed. The approximate locations of the perimeter underpin piers are depicted on the enclosed ' underpinning layout. i • • • • � • � ' � WHAT IS UNDERPINNING? ( ' Underpinning is a process of augmenting the foundation underneath the building. There are a variety of inethods to accomplish this, each with its own benefits and drawbacks. t Generally, underpinning is a method of transferring the wall and roof loads on the foundations to deeper soils or even to the lime'stone itself. I HOW DOES UNDERPINNING WORK? � t - � Underpinning involves attaching steel piers using pin brackets to the foundation of the home, and driving those piers into deeper competent soils or to the limestone formation. If � ' correctly planed out and mounted, underpinning supplies the lift the structure or i I ' i Southeast Property Acquisitions LLC Property Project No.:SGT-P1507-9167 , Page 1 of 3 ' I I � �. - % %% Sinkhole , Geotech, Inc. � Geotechnical &Structural Consulting 21859 State Road 54, Lutz, Florida 33549 ' foundation needs to meet a more satisfactory level, also providing a future support as a ' preventative from settling of the underpinned area. ' WHEN SHOULD UNDERPINNING BE USED? ! There is a variety of reasons when underpinning should be used. When buildings are on unpredictable land, there is often a possibility�the foundation will become unstable. In this ' situation, underpinning may be necessary. Here are a few examples of situations that would require underpinning: • Structure is not even: re-leveling the structure ' ' � Cosmetic/structural cracks: closing of wide cracks caused by excessive settlement i • Soils have changed or cavities were created: bypass weak soil layers • Soils have not been completely idi ntified before construction began: pre- ' construction underpinning , • The foundation may no longer be sti ong or stable enough for support of the ' structure: foundation augmentation • The structure's purpose may have changed: meeting the weight increase on the foundation ' • Structure needs additional foundation capacity to footings or mats with too little bearing capacity (building movement or ground consolidation is excessive) • Distressed or undermined Structure needs support: a catastrophic event (e.g. I ' erosion,landslides,burst pipes, mine subsidence, etc.) • Adding load capacity to an existing foundation system to accommodate a seismic retrofit or addition of new structure,building stories, etc. ' • Cost considerations: homeowner prefer�ence to secure the foundation . . ' The plan for the Southeast Property Acquisitions LLC Properry utilized 27 underpinning points. The underpin piers were hydraulically driven down into the underlying soils to ' refusal or a pressure that was appropriate to avoid damaging the structure based the condition of the foundation at each location. The pier depth ranged from 7 (piers no. 11, 15, 16, & 19) feet to 28 feet (piers no. 20 &22). ' ' The jacking of each pier was monitored and terminated at a pressure that was appropriate to avoid damaging the structure based the condition of the foundation at each location. All , piers were jacked to a pressure of up to 2,000 to 3,000 psi, which provides more than 24,000 pounds of foundation support per pier. When the piers reached the ultimate support depth, each underpin bracket was secured to the pressure pier with a 5/8' pin. The ' jacking depth and pressures of each individual pier are presented in tabular form in the appendix of this report. � i ' I j Southeast Property Acquisitions LLC Property ' ' Pro'ect No.:SGT-P1507-9167 J iPage 2 of 3 'I ' i � ' � �^ ��^ Sinkhole Geotech, Inc. Geotechnical &Structural Consulting 21859 State Road 54, Lutz, Florida 33549 ' I ' • • In conclusion, to the best of our belief or knowledge, Premier Technology Systems, LLC has completed this underpinning installation in ac�cordance with applicable standard practice ' and the foundation has been stabilized and habitable at this time. Therefore, it is also our opinion that there is no visual evidence of new or continued settlement activity at this location at this time. This documentation is limited to the underpinning installation only ' and not intended to deal with problem behind the limits of this underpinning repair. Our opinion is based on a reasonable professional probability from similar conditions and similar locations. In addition, it is not intended to remediate soil conditions that may or may not exist at the site such as buried debris, or anic matter, or im ro er foundation g P P ' desi n or embedment. No structural anal sis h g y as been performed to determine the structural integrity of covered structural memU�,ers. SGT does not imply any warranty to the ' effectiveness of work performed nor should any be implied, but only accuracy of the information reported herein. We cannot be responsible for unforeseen soil shifts, movements, or building cracking that may result as part of implementing this stabilization ' process. � � ; ' � o This report and information contained herein�was prepared for the specific and exclusive use of Premier Technology Systems, LLC. Any other use of this report or parts of this report ' shall be authorized in writing by Sinkhole Geotech, Inc. � The reproduction of any portion of this report in plans or other engineering documents ' supplied to parties other than the client ori assigned parties must bear the language indicating that the information contained in the report is for general information only, and that neither the Client nor SGT are liable to such parties. ' I � � Respectfully Submitted, i SINK�IOI.�C7�0'1'�C�I, INC. ' � . � I 1 Ahmed Said, Ph.D., P.E. ' Principal Engineering Consultant ' � Florida License Number: 70901 I August 24, 2015 , 1 i ' � I ' �Southeast Property Acquisitions LLC Property � Project No.:SGT-P1507-9167 ; Page 3 of 3 ' I ' � ' � 1 ' ' � i � ' I 1 ■ e,n ix � ' � � � A.As-built Plan ; 1 I B. Underpinning Logs , � , C. 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ONE AMia05aA.P.E)0901 EXTERIOR UNDERPINNING LAYOUT N°°^ � � � � � � � � � � � � � � � � � � � Southeast Property Acquisitions LLC Property PIER#1 PIER#2 PIER#3 PIER#4 PIER#5 PIER#6 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) 3 600 3 400 3 400 3 400 3 400 3 600 6 2000 6 1400 6 1000 6 800 6 1400 6 2600 8 3000 9 2000 9 3000 8 3000 9 2000 9 3000 12 12 3000 12 12 12 3000 12 15 15 15 15 15 15 18 18 18 18 18 18 21 21 21 21 21 21 24 24 24 24 24 24 27 27 27 27 27 27 30 30 30 30 30 30 33 33 33 33 33 33 36 36 36 36 36 36 39 39 39 39 39 39 42 42 42 42 42 42 45 45 45 45— 45 45 ---- - - 48 48 48 48 48 48 51 51 51 51 51 51 54 54 54 54 54 54 57 57 57 57 57 57 60 60 60 60 60 60 63 63 63 63 63 63 66 66 66 66 66 66 69 69 69 69 69 69 TOTAL pi TOTAL 12i TOTAL ni TOTAL p� TOTAL 12i TOTAL ni DEPTH � DEPTH DEPTH � DEPTH � DEPTH DEPTH � (Ft) (Ft) (Ft) (Ft) (Ft) (Ft) Sinkhole Geotech,Inc. � Project No.: SGT- P1507-9167 Page b1 of b5 I � � � � � � � � � � � � � � � � � � � Southeast Property Acquisitions LLC Property PIER#7 PIER#8 PIER#9 PIER#10 PIER#11 PIER#12 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) 3 600 3 200 3 400 3 600 3 600 3 200 6 2400 6 800 6 1200 6 1600 6 3000 6 1000 8 3000 8 3000 9 2000 9 2400 7 3000 9 2000 12 12 11 3000 12 2400 12 12 15 15 15 13 3000 15 15 18 18 18 18 18 18 21 21 21 21 21 21 24 24 24 24 24 24 27 27 27 27 27 27 30 30 30 30 30 30 33 33 33 33 33 33 36 36 36 36 36 36 39 39 39 39 39 39 _ 42 42 42 42 42 42 — 45 45 ---------- 45 -- -- 45---- --—-45 — —-—45-— -- 48 48 48 48 48 48 51 51 51 51 51 51 - 54 54 54 54 54 54 57 57 57 57 57 57 60 60 60 60 60 60 63 63 63 63 63 63 66 66 66 66 66 66 69 69 69 69 69 69 TOTAL p TOTAL p TOTAL 1 1 TOTAL 1 3 TOTAL � TOTAL n DEPTH � DEPTH � DEPTH DEPTH DEPTH DEPTH � (Ft) (Ft) (Ft) (Ft) (Ft) (Ft) Sinkhole Geotech Inc. , ' Project No.: SGT- P1507-9167 Page b2 of b5 � � � � � � � � � � � � � � � � � � � Southeast Property Acquisitions LLC Property PIER#7 PIER#8 PIER#9 PIER#10 PIER#11 PIER#12 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) 3 600 3 200 3 400 3 600 3 600 3 200 6 2400 6 800 6 1200 6 1600 6 3000 6 1000 8 3000 8 3000 9 2000 9 2400 7 3000 9 2000 12 12 11 3000 12 2400 12 12 15 15 15 13 3000 15 15 18 18 18 18 18 18 21 21 21 21 21 21 24 24 24 24 24 24 27 27 27 27 27 27 30 30 30 30 30 30 33 33 33 33 33 33 36 36 36 36 36 36 39 39 39 39 39 39 42 42 42 42 42 42 45 45 45 -45 45 45 -- - 48 48 48 48 48 48 51 51 51 51 51 51 54 54 54 54 54 54 57 57 57 57 57 57 60 60 60 60 60 60 63 63 63 63 63 63 66 66 66 66 66 66 69 69 69 69 69 69 TOTAL p TOTAL p TOTAL 1 1 TOTAL 1� TOTAL 7 TOTAL n DEPTH � DEPTH � DEPTH DEPTH DEPTH DEPTH � (Ft) (Ft) (Ft) (Ft) (Ft) (Ft) Sinkhole Geotech,Inc. Project No.: SGT- P1507-9167 Page b2 of b5 �� s■� �■w � s� w■ � �w � �■■� � w � � ■■� � �■ � ■� Southeast Property Acquisitions LLC Property PIER#13 PIER#14 PIER#15 PIER#16 PIER#17 PIER#18 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) 3 1200 3 1000 3 400 3 200 3 800 3 400 6 2000 6 2000 6 1400 6 1200 6 800 6 1200 8 3000 8 3000 7 3000 7 3000 8 3000 9 2000 12 12 12 12 12 12 2800 15 15 15 15 15 13 3000 18 18 18 18 18 18 21 21 21 21 21 21 24 24 24 24 24 24 27 27 27 27 27 27 30 30 30 30 30 30 33 33 33 33 33 33 36 36 36 36 36 36 39 39 39 39 39 39 42 42 42 42 42 42 45 45 45 — 45 45 -45 48 48 48 48 48 48 51 51 51 51 51 51 54 54 54 54 54 54 57 57 57 57 57 � 57 60 60 60 60 60 60 63 63 63 63 63 63 66 66 66 66 66 66 69 69 69 69 69 69 TOTAL p TOTAL p TOTAL 7 TOTAL 7 TOTAL p TOTAL 1� DEPTH � DEPTH � DEPTH DEPTH DEPTH � DEPTH (Ft) (Ft) (Ft) (Ft) (Ft) (Ft) Sinkhole Geotech,Inc. Project No.: SGT- P1507-9167 Page b3 of b5 � � � � � � � � � � � � � � � � � � � Southeast Property Acquisitions LLC Property PIER#19 PIER#20 PIER#21 PIER#22 PIER#23 PIER#24 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) (feet) (psi) 3 600 3 400 3 400 3 400 3 400 3 600 6 2000 6 1200 6 800 6 1000 6 , 1000 6 1000 7 3000 9 2000 9 1600 9 1000 9 2000 9 1800 12 12 2000 11 3000 12 1200 12 3000 12 2200 15 15 1200 15 15 1200 15 15 3200 18 18 1600 18 18 1800 18 18 21 21 1800 21 21 2000 21 21 24 24 1600 24 24 2600 24 24 27 27 1600 27 27 2400 27 27 30 28 3000 30 28 3000 30 30 33 33 33 33 33 33 36 36 36 36 36 36 39 39 39 39 39 39 � 42 42 42 42 42 42 - -� 45— —45 - 45 — -45 -45 -45 --- — 48 48 48 48 48 48 51 51 51 51 51 51 54 54 54 54 54 54 57 57 57 57 57 57 60 60 60 60 60 60 63 63 63 63 63 63 66 66 66 66 66 66 � 69 69 69 69 69 69 TOTAL TOTAL p TOTAL TOTAL p TOTAL TOTAL p � DEPTH 7 DEPTH 2o DEPTH 11 DEPTH 2o DEPTH 12 DEPTH ,'o (Ft) (Ft) (Ft) (Ft) (Ft) (Ft) Sinkhole Geotech,Inc. Project No.: SGT-P1507-9167 Page b4 of b5 � � � � � � � � � � � � � � � � � � � Southeast Property Acquisitions LLC Property PIER#25 PIER#26 PIER#27 DEPTH PRESS. DEPTH PRESS. DEPTH PRESS. (feet) (psi) (feet) (psi) (feet) (psi) 3 400 3 400 3 400 6 1400 6 800 6 600 9 2000 9 2000 9 1200 10 3000 12 12 2000 15 15 13 3000 18 18 18 21 21 21 24 24 24 27 27 27 30 30 30 33 33 33 36 36 36 39 39 39 42 42 42 45 45 45 --- 48 48 48 51 51 51 54 54 54 57 57 57 60 60 60 63 63 63 66 66 66 69 69 69 TOTAL 10 TOTAL n TOTAL 13 DEPTH DEPTH � DEPTH (Ft) (Ft) (Ft) Sinkhole Geotech,Inc. Project No.: SGT- P1507-9167 Page b5 of b5 1 � 1 1 ' 1 1 � 1 1 ' �?t: " ,f. ' ,,'',� �+=q� •�j� , �, v �+�� , � �s 4�;�r' f�`'�S-"23.7�',�� "� ��'� �;`rr �r,�'��. ,Y 4�, '; _ �+fh" � �`n y` ��f ��'� � :�?�-+ ♦� tv'h '� �`��{ 4 ; � �� .: � ' � � . r �' �:��.�:�: . ,�;�� . ,�. ��, -y'.r - t,-`.�,.":,� �+� "- �.,,�., _' ;..�� , , ,_ �%� . , ._�__.�.�___ + � r � t _ , �'b � -e ` , � + �� ` -_,.. , � � ` �' � i .P , .r . ..��' � — � . � t�-� f. •� � � � .�,. � .wa.�/M.+ ._ L�,��"'Si` ,�-�� ~ �Fw :{, }.`�1�,�-•' r � •� t. � -„" �� -r'�v��'a��`, �,� \ • 1, £' ,� . �YwrY .. ��.,Ti.. 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