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RC-12-1509Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181081 Scheduled Inspection Date: November 05, 2012 Inspector: Rodriguez, Jorge Owner: ENCARNACION, AGUSTIN Job Address: 1125 NE 92 Street Miami Shores, FL 33138- Permit Number: RC -8 -12 -1509 Project: <NONE> Contractor: FLORIDA FOUNDATION SYSTEMS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270380 Phone: (954)786 -0455 Building Department Comments INSTALL PIN PILES Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177139. NO ACCESS NO ONE HOME GATE LOCKED. JR e7,5 A November 02, 2012 For Inspections please call: (305)762 -4949 Page 29 of 37 October 26, 2012 All State Engineering & Testing Consultantss Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS-DRILLING- ENVIRONMENTAL SERVICES Shirley Encarnacion 1125 NE 92nd street Miami Shore, Florida RE.: Shirley Encarnacion residence located at 1125 NE. 92nd St, Miami shores, Florida Permit # RC -8 -12 -1509 Dear Sir /Madam: Pin pile penetration holes #1, 2, 4, 5 and #6 in accordance with the site plan S -1 has been monitored at the above mentioned address. The total depth of hole #5 was 27 ft., pile was tested with a 10000 psi pump machine but it did not move. On hole #3, east elevation a metal deck was found at 5 feet depth, that metal deck was cut in order to continue with the penetration of piles Pile Hole #3, was monitored by the installer. We appreciate the opportunity to have been of service to you. Please feel free t contact us if there are any questions or comments pertaining to this report. Sincerely yours, l"- Est'l aseern Quadri, P.E. #51481 All State Engineering and Testing Consultants. Inc. WQ/ALIbm 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888-3373 Fax: (305) 888-7443 All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES -CHEMISTS•DRIWNG•ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: Shirley Encarnacion DATE: 10 -23 -12 ADDRESS: 1125 NE. 92nd Street, Miami, Florida PROJECT: Shirley Encarnacion Residence ADDRESS: 1125 NE. 9r "d Street, Miami, Florida LOCATION: Hole #1, east elevation 10:57 am Pile # Dia (in) Length (Ft) Depth (Ft) Pressure (PSI) Initial Time Finish Time 1 2 718" 3.5 3.5 500 10:57 am 2 2 718" 3.5 7 1400 3 2 7/8" 3.5 10.5 1300 4 2 7/8" 3.5 14 1200 5 2 7/8" 3.5 17.5 1 500 6 2 718" 3.5 21 1100 7 2 718" 3.5 24.5 1200 8 2 718" 3.5 28 2100 9 2 7/8" 3.5 31.5 1000 10 2 7/8" 3.5 35 2100 11 2 7/8" 3.5 38.5 3000 11:20 am 12 13 14 15 Inspector: A. Luna Respectfully Submitted; W seem Quadri, P.E. #51481 Special Inspector (Threshold Bidg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888.3373 Fax: (305) 888-7443 Ali State Engineering & Testing Consultants: Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: Shirley Encarnacion DATE: 10 -23 -12 ADDRESS: 1125 NE. 92nd Street, Miami, Florida PROJECT: Shirley Encarnacion Residence ADDRESS: 1125 NE 92nd Street, Miami, Florida LOCATION: Hole #2,east elevation Pile # Dia in Len•th (Ft Death (Ft Pressure PSI) Initial Time Finish Time 1 2 7/8" 3.5 3.5 500 10:50 am 2 2 718" 3.5 7 1500 3 2 7/8" 3.5 10.5 1200 4 2 7/8" 3.5 14 1400 5 2 7/8" 3.5 17.5 1300 —� . 6 2 7/8" 3.5 21 1100 7 2 7/8" 3.5 24.5 1000 8 2 718" 3.5 28 2500 -2900 9 2718" 3.5 31.5 2100 10 2 7/8" 3.5 35 2200 11 2 7/8" 3.5 38.5 2200 • 12 2 718° 3.5 40 3000 12:19 pm 13 14 15 Inspector: A. Luna Respectfully Submitted; /v 1-4 '/ �- aseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888-3373 Fax: (305) 888 -7443 ALL STATE ENGINEERING a . Alt State Engineering & Testing Consultants, Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: ADDRESS: Shirley Encarnacion DATE: 10 -25 -12 1125 NE. 92nd Street, Miami, Florida PROJECT: ADDRESS: Shirley Encarnacion Residence 1125 NE. 92nd Street, Miami, Florida LOCATION: Hole #3,east elevation Pile # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Inspector: A. Luna NOTE: installer will send pressure And time information via e-mail Respectfully Submitted; M14 •et_ aseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888.3373 Fax: (305) 888-7443 Dia (in) Length (Ft) 3.5 Depth (Ft) 3.5 Pressure (PSI) Initial Time Finish Time 2 7 /8" 2 7/8" 3.5 7 2 718" 3.5 10.5 2 718" 3.5 14 2 7 /8" 3.5 17.5 2 7/8" 3.5 21 2 7/8" 3.5 24.5 2 7/8" 3.5 28 2 7/8" 3.5 31.5 2 7/8" 3.5 35 _ 2 718" 3.5 38.5 2 7/8" 3.5 42 Inspector: A. Luna NOTE: installer will send pressure And time information via e-mail Respectfully Submitted; M14 •et_ aseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888.3373 Fax: (305) 888-7443 All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING- ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: Shirley Encarnacion DATE: 10 -23 -12 ADDRESS: 1125 NE. 92nd Street, Miami, Florida PROJECT: Shirley Encarnacion Residence ADDRESS: • 1125 NE. 92nd Street, Miami, Florida LOCATION: Hole #4,east elevation Pile # Dia (in) Length (Ft) Depth (Ft) Pressure (PSI) Initial Time Finish Time 1 2 7/8" 3.5 3.5 1000 -1500 3.:16 pm 2 2 718° 3.5 7 1400 3 2 718" 3.5 10.5 1400 4 2 718" 3.5 14 1300 5 2718" 3.5 17.5 1100 6 2 7/8" 3.5 21 1100 -2000 7 2 7/8" 3.5 24.5 700 8 2 718" 3.5 28 2000 9 2 7/8" 3.5 31.5 2000 10 2 7/8" 3.5 1.5 3000 3:38 pm 11 12 13 14 15 Inspector: A. Luna Respectfully Submitted; aseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888-3373 Fax: (305) 888 -7443 All State Engineering & Testing Consultants, Inc, TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: Shirley Encarnacion DATE: 10 -23 -12 ADDRESS: 1125 NE. 92nd Street, Miami, Florida PROJECT: Shirley Encarnacion Residence ADDRESS: 1125 NE 9r °d Street, Miami, Florida LOCATION: Hole #5,south elevation Pile # Dia (in) Length (Ft) Depth (Ft) Pressure (PSI) Initial Time Finish Time 1 2 7/8" 3.5 3.5 2000 -2900 4.:34 pm 2 2 7/8" 3.5 7 1500 3 2 7/8' 3.5 10.5 1400 4 2 7/8" 3.5 14 1500 5 2 7/8" 3.5 17.5 1300 6 2 7/8" 3.5 21 1400 7 2 7/8" 3.5 24.5 1200 8 2 7/8" 3.5 27 3000 4:50 pm 9 10 11 12 13 14 15 Inspector: A. Luna NOTE: hole #5, total depth 27 ft. Pile was tested with a 10000 psi Pump machine but it didn't move Respectfully Submitted; aseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888-3373 Fax: (305) 888-7443 ALL STATE ENGINEERING All State Engineerihg & Testing Consultants inn TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES PIN PUSH PILE LOG CLIENT: ADDRESS: PROJECT: Shirley Encarnacion DATE: 10 -24 -12 1125 NE. 92nd Street, Miami, Florida ADDRESS: Shirley Encarnacion Residence 1125 NE% 92 " Street, Miami, Florida. LOCATION: Hole #6,south elevation Pile # Dia (in) Length (Ft) Depth (Ft) Pressure (PSI) Initial Time Finish Time 1 2 718° 3.5 3.5 500 11:57 am 2 2 7/8° 3.5 7 1100 3 2 7/8° 3.5 10.5 1300 4 2 7/8" 3.5 14 1200 5 2 7/8" 3.5 17.5 1100 6 2 7/8" 3.5 21 1200 7 2 7/8" 3.5 24.5 1000 8 2 7/8" 3.5 27 1500 9 2 7/8" 3.5 31.5 900 10 2 7/8° 3.5 35 1400 11 2 7/8° 3.5 38.5 1000 12 2 7/8° 3.5 42 3000 12:25 pm 13 14 15 Inspector: A. Luna Respectfully Submi ed; seem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 2380 West 78th Street. Hialeah, Florida 33016 Tel: (305) 888 -3373 Fax: (305) 888 -7443 EXISTING CMU WALL NOTE: LEVEL OF OUTSIDE GRADE MAY NOT BE AS SHOWN. TOP OF PILE MAY HAVE TO BE ADJUSTED EXISTING FLOOR SLAB 1 j /�`� j/ f j /tip jf�j /j Ol :■ HEUCAL PIER BRACKET `�� ���• USE SLEEVE ANCHORS \40`.\. .. .,, j \N), EXISTING FOOTING (REFER TO MFG. FOR DETAIL �� %l� /f.`jj``�� /l``� HEUCAL PIER OR PUSH 11 ;` p ., PIN ANCHOR SHAFT. WITH 6 TON CAPACITY SECTION SCALE: 1/2":=1' INDICATES 2 " HELICAL PILE OR PUSH PIN WITH UNDERPINNING BRACKETS 6 TON CAPACITY 3000 PSI l RESIDENCE EXTERIOR ERIOR WALL 0 v EXTERIOR WALL SITE PLAN SCALE: 1/8" 1' Q 8' -0° 4' -O" PERMIT# ) 2- /t) CONTRACTOR: 6g •,v SUBMITTAL DATE: -no nn ADDRESS: (1c- J // NAME: .KAaGafic) RESUBMITAL DATES: PROJECT TYPE: 7 ZONING FIRE ?vt 4 4•%1, STRUCTURAL ELECTRICAL q, IMPACT FEES HRS/DERM PLUMBING MECHANICAL NOC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 U DING PERMIT APP.. ION Permit T JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: /d 1 32(S - 021 -035R) Is the Building Historically Designated: Yes NO X, Flood Zone: t�l FBC 20 Permit No. 2 fAO1 Master Permit No. ROOFING Miami Dade Zip: 3� L3 ?- 25S31 -1 OWNER: Name (Fee Simple Titleholder): Ilf3cA4-i r (',end (te) Erg,C�a„lrtfAC,tdn■Phone#: Address: ..A1 % „rj 1\ °j ST City: M i Cn ('n % � Y�Q re.S State: CL Tenant/Lessee Name: NM' • Zip: 33138 - 2g Phone#: Email: CONTRACTOR: Company Name: cLORD) t cCbla1NP)AitOfV ifS-re RAS Phone#: 0\S ASS Address: 2:418() WE -14' Ort Sk-( PRA- City: 'PO pr, O () nj2gC' -�tt r State: �� Zip: -.17‘04 Qualifier Name: `i f f (-tad , a (SIACA. Phone#: State Certification or Registration #: l_ CT C 0 5, 3 '/'/ / Certificate of Competency #: Contact Phone #: Email Address: Pb f re. c, 10 c i d a F O U n f i 1i O ()Sys- C.Ci (V\ DESIGNER: Architect/Engineer.. Phone#: Value of Work for this Permit: $ kQ . kU Square/Linear Footage of Work: Type of Work: Cl do / ❑Alteration UNew f1dRepair/Replace Demolition Description of W r;tsz, _S Color thru tile: * * * ** 000** *0000 * * * * * * * * ** *000 * * * * * * * * ** ees************* * * * * * * ** * * *** * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /�� / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ inin /Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) kJ\ A- City Mortgage Lender's Address State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFl ll)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 e or Agent The foreg u g i trument was ac day of 20 a, by who is known to me or who identificatio NOTAR P C: Sign: Print: Signature jlJ Contractor (� edged belle me this [ Y A The foregoing instrument was ackno ged before me is T" ho has produced J 49 day of '� tl 12—, by 1 ke7e- roduced 9L who is personally known to d who did take an oath. ir4O My Co Ex APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)( Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: VOTARY MT MATE OF PW A ° '''''',, William R. Thomas My Commission Expire .k _t =Commission #DD865129 afPlI11'.0 �,` Expires: MAR. 23, 2013 BONDED TIM ATLANTIC BONDING CO., INC. Zoning Clerk STATE OF FLORIDA. DEPARTMENT OF&BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MIFSUD, PIERRE ANDRE FLORIDA FOUNDATION SYSTEMS INC 4100 NW 101ST DRIVE CORAL SPRINGS FL 33065 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better.f For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 STATE OF FLORIDA AC# 6':` -7 6 L 9 4 DEPARTMENT OF BUSINESS AND PROFESSIONAL,. REGULATION CGC053441 06/27/12 110426341 CERTIFIED GENERAL CONTRACTOR MIFSUD, PIERRE ANDRE FLORIDA FOUNDATION SYSTEMS INC IS CERTIFIED under the provisions of Ch. 489 PS Expiration date. AUG., 31, 2014 L12062700759 THIS DOCUMENT HAS >A COLORED, BALI<GROUND ,MICEiOP?RINTI (G LLINEMARKK1't1PATENTED :PAPEF # 6176294 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12062700759 DATE BATCH NUMBER LICENSE NBR 06/27/2012 11042634.1 CGC053441':.::, The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 Expiration date: AUG 31, 2014`;.. MIFSUD, PIERRE ANDRE FLORIDA FOUNDATION SYSTEMS INC` 2780 NE 16TH STREET POMPANO BEACH FL 33062 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Receipt #:180 -3080 Business Name: FLORIDA FOUNDATION SYSTEMS INC Business Type :GENERAL CONTRACTOR (GENE CONTRACTOR) Owner Name: PIERRE MIFSUD Business Location: 2780 NE 16 ST POMPANO BEACH Business Phone: 954 -786 -0455 Rooms Seats Employees 4 Business Opened:12/29/1997 State /County /Cert/Reg:CGC 053441 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only • Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total PaId 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non- regulatory In nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must b® transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: PIERRE MIFSUD 2780 NE 16 ST POMPANO BEACH, FL 33062 Receipt #05A -10- 00009397 Paid 07/25/2011 27.00 AW RO® CERTIFICATE OF LIABILITY INSURANCE 816 /201`'2 °°' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy()es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Gateway Insurance 2430 W. Oakland Park Blvd. Fort Lauderdale FL 33311 CONTACT NAME: PHONE ):954-735-5500 FAX No)954 -735 -2852 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A:Indian_liarbor Ins Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED FLOFO03 Florida Foundation Systems,lnc Attn: Mr. Pierre Mifsud 2780 NE 16 Street Pompano Beach FL 33062 INSUNR B :Bridgefieid Employers Ins Co 10701 42587 INSURER C:Depositors Insurance Company INSURER D: INSURER E : 81,000,000 INSURER F : $100,000 COVERAGES CERTIFICATE NUMBER: 1546969599 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE A DDL INSR_WVD SUER POLICY NUMBER POLICY EFF jMM(DDIYYYY)_(MM(DDIYYYYI_ POLICY EXP LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY Y ESG002915802 9/17/2011 9/17/2012 EACH OCCURRENCE 81,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $5,000 PERSONAL BADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES ) I POLICY n JE a PER LOC PRODUCTS - COMP /OP AGG $2,000,000 $ C AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED NON-OWNED AUTOS Y ACP5915210085 8/11/2012 8/11/2013 L UMBINtU SINGLE UNIT (Ea ambient) $1,000,000 $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABIJTY VI N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In RS) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 19818040 8/11/2012 8/11/2013 X TORY LATUS I ER E.L EACH ACCIDENT $1,000,000 EL DISEASE - EA EMPLOYE q 81,000,000 E.L DISEASE - POLICY LIMIT 81,000,000 DESCRIPTION OF OPERATIONS! LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space le required) Underpinning & pile driving - subject to the terms, conditions & exclusions of the policy. CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE a Of ik ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Folio 11- 3205 - 027 -0380 Property Address 1125NE92ST Owner Name(s) AGUSTIN ENCARNACION &W SHIRLEY Mailing Addres 1125 NE 92 ST • MIAMI SHORES FL 33138 -2934 Primary Zone 1100 Use Code 0001 Beds /Baths /Half 4/3/0 Floors 2 Living Units 1 Adj. Sq. Footage 3,120 Lot Size 9,375 SQ FT Year Built '. 1959 Legal Description 5 53 42 BAY LURE PB 44 -63 LOT 26 -BLK 2 LOT SIZE 75.000 X 125 OR 14691 -3386 0890 1 OR 14691 -3386 0890 00 Current Previous Year 2011 2010 Land Value $135,000 $112,500 Building Value $285,593 $287,377 Market Value $420,593 $399,877 Assessed Value $302,769 $298,295 oggh ton? Current Previous Year 2011 2010 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widower) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2010 Current Previous Year 2011 2010 County Exemption/Taxable $50,000 / $252,769 Exemption/Taxable $50,000 / $248,295 School Board $25,000 / $277,769 $25,000 / $273,295 City $50,000 / $252,769 $50,000 / $248,295 Regional $50,000 / $252,769 $50,000 / $248,295 Date Amount Recording Book -Page Qualification Code 8/1990 $185,000 14691 -3386 Sales which are qualified 11/1986 $200,000 13079 -2369 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Monday, August 06, 2012 07;13,'2012 02:18 FAX 941 574 9161 G C H ER p:r�{- i.- ff�'3�nr fLtji�,.. v K�''�;'tpp•1�++.;�,- 1�'��i YSTEMS # 10100 REVISED Contract submitted to : KEUINENC4R?4AT1ON ATTN: KEti'7N RE: ENC9RNATIONRES. JOB ADDRESS: 1125 NE 92 STREET - MIAMI SHORES Install 6 Atlas Resistance Piers to underpin spread footer foundation GJa $ 995 each to 31' or less 1 No lifting of foundation, , floors & structures will be attempted. 1 Back fdl and clean up of all excavated areas. 1 If a depth greater than 31' is required to achieve loads of 12 Tons ult. , it will be billed C, $ 22 L/F 1 Any additional depth beyond 31' to achieve design loads does not Require a written change order 1 Esti -mated installation time, approximately : 2 -3 Days 1 Spread footers, cutting will be required (i.4$ 50 each placement. IN Relocation. & repair of sprinklers, utilities, A/C, pool equipment, any unforeseen obstacles etc... if any, by others. If Piling layout, by others 1 Florida Foundation will pull permit you will be billed; cost of permit, Processing, Eng. Drawing . Approx. • Engineer - monitoring of installation at his discretion and provide signed & sealed pile logs. la o01 2780 NE 16 Street Pompano Beach, Fl. 33062 Licensed & Insured Lic. # CG- C053441 TEL: 954 -786 -0455 1- 800-1861 -3637 FAX: 954482-9991 unm.Floa idafoundationsys.cnm Phone : 305-794-9550 E -mail: kheerio ol.com Date : 7/112012 $ 5,970 300 'Vote : This is an estimate. Thenal bill will reflect the actual work done. 11151/11 DRAW SCHEDULE: II At contract $ 2,220 • At completion S 6,000 D Extras, if any due at completion Authorized signature I ' i4 �at l , Ji4j Print n me nd title Plof3 _ 07/131202 02:19 FAX 941 574 9161 C C H ER tgIVVZ ti FLORIDA FOUNDATION SYSTEMS INC. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS713.001- 713.37; FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBONTRACTORS, SU- SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID !YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OF A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR • CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. The amount of "LIFT" achieved will be based on the structural Integrity of the building and will be stopped at a point where there•rrn 111 be structural damage. Florida Foundation will not be responsible fnr, but not limited to any damage to tile, dry wall, appliances, u/c, stucco, block walls, underground utilities etc...Florida Foundation will, however, exercise reasonable care in the • installation of Atlas Piers in a workmanlike manner: Client shall be encouraged ro rl.'sciose any knowledge of debris, junk fiU, pressure grouting, and obstruction of any kind in the proposed work area Any alteration or dev:;a loa from above specifications will uecome an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, weather, or other delays beyond our control. No owner may incur any expenses to be charged to the contractor or credited against this contract without previous written approval by the contractor. Property owner to carry liability insurance. Florida Foundation will provide public liabiliy Insurance and Workmen's compensation or waiver. We also reserve the right to use Our insured certified installer, PAYMENTS : the contractor reserves the right to stop work untiltime progress payments according to the contract are paid and such work stoppages, 4f any, shall not constitute grounds for breach of any contractual Obligations. Owner's failure to mike full and timely payments to the contractor shall void contractors obligation ender the warranty. Fatal payment is due and payable at completion. TERMS : A frnauce charge of 1 'h% per month will be applied to any remaining balance past due after 30 date. If Florida Foundation incurs any expense in collecting payments or enforcing the terms of this agreement, the owner agrees to pay all such costs and expenses inchuiirag reasonable attorney's fees and court costs on the trial and appe ate levels, which contractor incurs. Suit for enforcing this agreement snail baffled in Browerd' Counts. Authorized signature f era r Print name Sr Title P2of3 07/13/2912 02:20 FAX 941 574 9.161 C C F1 CHAPTER 558 NOTICE OF CLAM CHAPTER 558, FLORIDA STATUTES CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAYBRING ANY LEGAL ACTION FOR ANALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO TIDE OTHER PARTY TO THIS.CO.NTRACT A WRITTEN NOTICE REFERRING TO CHAPTER 558 OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON'TIIE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIROR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE THERE ARE STRICT DEADLINES AND PROCEDURES NEVER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND Payment may be available from the Florida homeowners' construction recovery fund ij'you lose money pn a proje : perforated nmo'er contract, whets the loss results from sex :Vied violations of Florida law by a licensed 'contractor. For information about the recovery fund and fling a claim, conrcct the Florida constructuon ireustry licensing board. Iffor any reason the specifications of this cosuraa cannot be met, either party may terminate the work by written notice. All work and costs tip to that point will be due and payable to contractor. Respectfully submitted FLORIDA FOUNDATION SYSTEMS INC Authorized signature Marie MfSud This proposal may withdrawn by us If not accepted within Date 7/11/2012 30 days. Acceptance of proposal : The above prices, specift ations and conditions are satisfactory and are, hereby accepted .You are authorized to do the work as sped ed. ' .ymeat will be made as outlined above. Authorized signior _ K IMQC ` *_j)ate Print Name. & Title • Ve*,)1,tr..) c1 ✓ ��%L� wJ uu0 P3of3 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Florida Foundation System to perform special inspector services under the Florida Building Code at the 1125 NE 92 St . Miami project on the below listed structures as of 07 -31 -2012 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: PECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following infiividual(s) employed by this firm or me are authorized representatives to perform inspection * 1, Rajesh Sharma 2. Pedro Bourg 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of. the Florida Building Code and are in substantial accordance with the approved plans. EngineerlArchitect 7 .3) .� Name Waseem Quadr , P.F. Signed and Sealed ATE: 07 -31 -2012 Created an 6/10/2009 mom .2 .7)" 4 Address 2380 W. 78th street, Hialeah, Fl. 33016 Phone No. 305 - 888 -3373 INDICATES 2 {" HELICAL PILE OR PUSH PIN WITH UNDERPINNING BRACKETS 6 TON CAPACITY 3000 PSI RESIDENCE EXTERIOR WALL SITE PLAN SCALE: 1/8" = 1' 8' -0" 4' -0° 0 W EXISTING CMU WALL NOTE LEVEL OF OUTSIDE GRADE MAY NOT BE AS SHOWN. TOP OF PILE MAY HAVE TO BE ADJUSTED �ae��ylCIIlIIIII/ F.e�� 76 ' / IIII' 14./l /'gaioeotti% EXISTING FLOOR SLAB V\s`t4\sssvi, ,4,1 ,#/. ,?/#4>, //;\4/i. ?", ;\ti\'$;i. ,* !‘':\4 ;" -Y\ HELICAL PIER BRACKET USE SLEEVE ANCHORS (REFER TO MFG. FOR DET HELICAL PIER OR PUSH PIN ANCHOR SHAFT WITH 6 TON CAPACITY SECTION SCALE: 1/2 " =1' EXIS11NG FOOTING X12 -1SZ� Miami Shores Village APPROVED DATE y ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COIINTY RULES AND REGULATIONS 13e(“1/ %/N SEAL SHORES, FL W IY U) N 0) z P S -1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Ne S2. Sr HIP t -4r 2. Description of improvement. 111111111111111111111111111111111111111111111 CFNNl 2012R0564534 OR Ek 28224 F's 3340; (fps) RECORDED 08/10/2012 11 :16 :26 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: rJC, {S , t, gr u' icy E �✓ C (G'. A CZON�,/ Interest in property. 1 (2. N� t. a. 5Li.& rQ, • a.krc. fit, 33('r- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner film'' or) ractor, if any) Name, address and phone number. , /1 Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner u;tnnt(®co Section 713.13(1)(a)7., Florida Statutes, i f fat' ` CERTIFY t fa2erNv Name, address and phone number: 8. In addition to himself, Owners designates the following per ms 713.13(1)(b), Florida Statutes. 1-1142VE F Name, address and phone number: t�eLienor's Notice a '4( c" . C ' ■„11F?'1r Gourt 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YQUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow a �(s� oor�O�wn ' Authorized Officer /Director /Partner /Manager Prepared By . 7 r/'� Prepared By /' iI Print Name Title /Office Print Name / Gf rn C4 Title /Office QW/i e STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing ins e t as ac now go b fore m this By it & J nd &e'r ❑ Individually, or ❑ as (3(c( -it20 /tc) SO 7 s-( GO coo 4- C.'K 4-e C- 3 3P 73 day o for ❑ Personally known, or 'produced the following type of identific Signature of Notary Public: Print Name: (SEAL) VERIFIC -TI • ' URSU - T TO S T ON 92.525 L • RD S ion: Aar. . ANDAMAIMIP!,?i/l',t ".'iJ MY liNFAUMWEMli TUT S Under penalties of perjury, I declare that I have read the foregoing : • •_ that the facts stated in it are true, to the best of my knowledge and belief. Signature ) of Owner(s ice%+ By • /,f,'_ MARIE- CLAUDE MIFSUD MY COMMISSION r# EE 086888 EXPIRES: Januay Bonded Thai Na( Public Underwriters � 20 ner(s)'s Authorized Olicer/Director/Partner /Manager who signed above: By 123.01 -52 PAGE3 3110 lorfvfo- Miami Shores Village Building Department Permit No: Re-t2 -t Spy Job Name: 2010 9-04.1 ell) �4} Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 s) V t4Py fee- Equk`c/ e-P er#ti Fro rs7i '$ 2 5 -kS S e i-fS Su P Pet mIl -W -tt c-c.G,l} -L 6''L7. en- 9 to 11-- t141 nroi lr 1% _ F-A- Y :Q- 1ifZ -ciciq 014 9917 -- Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Jorge Rodriguez 305 - 795 -2204 08/17/2012 13:01 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ij 001 xexcsksk*******xc**sk****** *** TX REPORT * ** sX*xe*** **xc** ********** TRANSMISSION OK TX /RX NO 2869 RECIPIENT ADDRESS 919544229972 DESTINATION ID ST. TIME 08/17 13:00 TIME USE 00'43 PAGES SENT 1 RESULT OK Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: Job Name: 2010 gf /14/ Page 1 of 1 Building Critique Sheet 17e0001 St'cl,JE p Sot").- ge.e: four . Pkvt°Dr gE pfoal Lef-rf p(c~r ') k. PcA -fey' T C Lii t-t ,k-t..J -5" '1"0 &' ita c"r. L- `& V 6" Ai' Pt/ virvi e-P TR' EArs-tiv --ratereil f -A-S rts S ay P Po 4M-1i' &oil- -. PO-8T 08/15/2012 13:47 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES C1 001 Y. • * * **** ****** ********* *** TX REPORT *** sacs&** **** * * *** *** ** ** TRANSMISSION OK TX /RX NO 2854 RECIPIENT ADDRESS 919547829991 DESTINATION ID ST. TINE 08/15 13:44 TIME USE 03'15 PAGES SENT 1 RESULT OK Miami Shores Vutage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: Job Name: 2010 Page 1 of 1 Iluilzilog Critique Sheet Pg ot•4iG Si*,p.JE T3 • - Sot"- sec eocr 2) PRZo vt' ®E lZE P0R')' t•, ( h P1'CT %RRS EA P M-(.J ' *IF flee isLe `Tm slit-00'0t -.- • s) vt-iePy C41 i v e-P T aloft s -4r a -kC f S B e44 f,S sue Pt o1' -f Le L.. 617-87. FaY° a- 1S2 - �� r umi Y 5 T£ 5 August 22. 2012 Re: Encarnation Residence 1125 NE 92nd Street Maimi Shores, FL. 33138 To whom it may concern: 2780 NE 16 Street Pompano Beach, Fl. 33062 Licensed & Insured Lic. # CG-0053441 TEL: 954 - 786 -0455 1- 800 -861 -3637 FAX: 954 - 782 -9991 www.Floridafoundationsys.com The spreadfooter was excavated & exposed to determine size & integrity. Findings were good: Size 24" w. x 12" deep (See pictures) Note: Picture of 12" depth is deceptive and was taken on angle. It is 12" thick. Footer will be chipped back to wall to underpin load bearing wall and not on edge of footer. ALL STATE ENGINEERING All State Engineeirinu & Testing Consultants, Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS- DRILLING-ENVIRONMENTAL SERVICES Revised on June 20, 2011 Shirley Encamacion 1125 NE. 92nd street Miami Shores Florida Attn: RE: Dear Sir Mr. Shirley Encamacion -Home Owner Subsurface investigation for Shirley Encamacion property located at 1125 NE. 92d street, Miami Shores, FL. Pursuant to your authorization, All State Engineering & Testing Consultants, Inc. (ASETC) conducted a subsurface investigation at the above referenced project. The investigation was performed on May 24, 2010. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed construction. To achieve the desired objective one (1) standard penetration test boring was performed and the log is enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D -1586. A two (2) foot long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for a one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N ",and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the Samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five (5) feet six (6) Inches below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors related to the site in question. 2380 West 78th Street ! Hialeah, Florida. 33016 ! Phone: 305-888-3373 Fax: 305-888-7443 REMEDIAL ACTION PLAN: ASETC has performed one (1) soil borings at the south east comer of existing house. It was observed that boring #1 shows loose strata in a form of cavity from 5' -0" to 6'-0 ", from 6' -O" to 14' -0 ", from 18'-0" to 24' -0" and from 26' -0" to 32' -0". It is suggested that the building needs to be underpinned by one of the following method: 1. UNDERPINNING BY PRESSURE GROUTING: It is our professional opinion that high pressure epoxy or grouting must be pumped through 2" diameter holes approximately 6' -0" in depth of the affected areas in order to strengthen the sub -soil condition. It Is also suggested that our representative should monitor the entire operation to determine the exact volume of grouting and the composition of water - cement ratio. ASETC will then issue a Certification of Grouting Operation upon completion. 2. UNDERPINNING BY HELICAL PIER: Helical piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will lock into the rock and sand strata thereby providing adequ to bearing capacity. The analysis for this foundation alternative consisted of determining a pfe capacity for specific size and depth of installation. Allowable Allowable Allowable Size Proposed Tension Compressive (Dia) Length (ft) Capacity Bearing Capacity Type B. Pier 3.5" 31 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and perfomx:d in accordance with the relevant local and state requirements. CONCLUSION: According to the U.S. Department of Agriculture and Soil Conservation Service the soil survey of Miami -Dade County, Florida discloses that the soils at the Encamacion property are classified as Dade fine sand, Rockdale fine sandy loam (limestone complex), and limestone substratum -urban land complex. These soils formed in sandy marine sediment over limestone. Sinkholes originate beneath the surface when water migrates through the limestone and creates large voids or cavities in the bisdrock. The dissolving limestone is replaced by sand granules that fall into the depressions. The boring Togs show variations in the "N" values which disclose a downward migration of soils into voids and fractures within the carbonate rock. These solution holes (sinkhole activity) result in the settlement of the surficial soils. The sinkhole activity is causing surface depressions and subsequent damage to the building. Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, should any subsoil condition different from those reported in our boring logs be encountered during construction, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., should be notified immediately. 2380 West 7P Street 1 Hialeah, Florida. 330161 Phone: 305 -888 -3373 Fax: 305'888.7443 This report was prepared exclusively for the use of Shirley Encarnaclon. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Siicerely yours, assem Quaff P.E. # 51481 All State Engineering And Testing Consultants, Inc. 1 2380 West 78th Street t Hialeah, Florida. 33016 1 Phone: 305-888-3373 Fax: 305-888-7443 ALL STATE ENGINEERING All Mate Engineering & Testing Con sultants. Inc. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING- ENVIRONMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 / Phone: 305 -888 -3373 Fax: 305 -888 -7443 TEST BORING REPORT CLIENT Shirley Encamacion Order No. 10.0241 ADDRESS 1125 NE. 92nd Street Miami, FLroida. Report No. 1 PROJECT Existing house Hole No. B-1 ADDRESS 1125 NE. 92nd Street Miami, Florida. Date 05/24/10 LOCATION South east comer of existing house Driller MP DEPTH 1 DESCRIPTION OF MATERIALS (FEET) Sample No Hammer blow on sampler -N' Hamner blown on casing 1 0'-0" to 0' -3" top soil 1 3 0' -3" to 1' -6" badtfiil dark brown mediums and with rock fragments 2 1' -6" to 5' -0" tan lime rock & lime sand 0' -2' 3 12 6 3 22 18 4 2'4' 13 11 31 5 . 12 12 6 5' -0" to 6' -O" tan medium silty lime sand (loose) 4' -6' 1 1 13 7 6-0" to 21' -0" tan lime rock fragments with lime sand 8 5 8 6' -8' 2 6 7 9 2 3 10 8' -10' 5 4 8 11 4 3 12 10' -12' 4 3 7 13 6 5 14 12' -14' 5 5 10 15 5 5 16 14' -16' 5 5 10 17 5 6 18 16' -18' 5 6 11 19 6 4 20 18' -20' 4 5 8 21 - 5 4 22 - 21' -0" to 30' -0" tan & gray lime stone fragments 20' -22' 4 3 8 23 3 3 24 : • 22' -24' 12 9 15 25 8 7 26 24' -26' 8 7 15 27 7 6 28 26' -28' 6 5 12 29 5 6 30 28' -30' 5 6 11 31 30'-0" to 35' -0" tan cemented lime stone 42 40 32 30' -32' 41 40 81 33 37 35 34 32'34' 35 34 70 35 End of boring ©351-0" - 33 34 WATER LEVEL: 5' -O" below surface At Date: 05/24/10 Respectfully % seem Quadrl, P.E. # 51481 As a mutual protection to clients, the pub!c and ourselves, ail reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ProNet Group, Inc. April 29, 2010 FORTlAitDERDA1 10274 Northwest 46th Stns Sunrise, Florida 33351 954.334.1401 (phone) 800.216.7268 OM free) 800.996.8377 (fax) Certificate of Authorization No. 9533 Lbeuse No. A 2600267 Info@prone9roup•com www.pronebgroup.con REPORT OF FINDINGS Claim No: 7709H0902660 Date of Loss: 05/15/09 INSURED: AUGUSTIN & SHIRLEY ENCARNACION 1125 NE 92ND STREET MIAMI SHORES, FLORIDA 33138 Prepared for: NATIONWIDE INSURANCE COMPANY 3300 SW WILLISTON ROAD GAINESVILLE, FLORIDA 32608 Brendan M. Larkin, P.E. Florida Lic. No. 60145 ProNet File No: 14142 TABLE OF CONTENTS Page I. INTRODUCTION 3 II. BASIS OF REPORT 3 III. PROPERTY DESCRIPTION 4 IV. CONCLUSION 4 V. DISCUSSION 5 VI. ATTACHMENTS A. GENERAL LAYOUT 12 B. PHOTOGRAPHS 14 April 29, 2010 Page 2 Pro Net File No. 14142 I. INTRODUCTION On April 8, 2010, Ms. Lori Mehall of Nationwide Insurance Company retained ProNet Group, Inc. to inspect the Encamacion property, Dated at 1125 NE 92nd Street in Miami Shores, Florida. The purpose of our assessment was to determine the origin and cause of cracks on the interior and exterior finishes of the residence. II. BASIS OF REPORT This report is based on the following: • Interview with the homeowner, Ms. Shirley Encamacion. • Information regarding the history of the residence obtained on the Miami -Dade County Property Appraisers website. • A relative elevation survey of the interior floor surface of the residence using a Technidea Zip Level ®. • Pertinent dimensions and photographs of the structure and reported damages in particular. • Review of the soil survey maps and data published by the United States Department of Agriculture's Natural Resources Conservation Service for shallow soil properties in the geographical area of the residence. April 29, 2010 Page 3 Pro Net File No. 14142 This report was prepared for the exdusive use of Nationwide Insurance Company and is not intended for any other purpose. ProNet Group, Inc. assumes no responsibility whatsoever for the unauthorized use of this report by a third party, without our written permission. This report is based upon information available to us at this time. Should additional information be presented or discovered, we reserve the right to review and, if necessary, revise this report and our conclusions, as required. III. PROPERTY DESCRIPTION The residence is a two -story structure constructed with CMU exterior walls covered with a painted stucco facade and brick veneer with a living /dining room and kitchen supported on a CMU stem -wall foundation with a structural, raised wood floor /beam system. There is a concrete slab -on -grade foundation at the attached garage, bedroom No. 1, hallway bathroom and den. The second floor areas of the residence are located above the garage, bedroom No.1 and hallway bathroom. The residence has a hip -type roof system covered with low- profile concrete roof tiles. An attached covered patio and in -ground swimming pool is at the back area of the structure. A storage building is situated at the right side back area of the property. The floor elevation of the residence is slightly higher than the street elevation and the primary drainage for the property is the street and side yards. For the purposes of this report, the front of the residence faces primarily to the south. IV. CONCLUSIONS Based on our findings and observations as noted in this report, it is our technical opinion that the horizontal /vertical /stepped cracks in the interior and exterior finishes resulted from differential foundation movement from the changes in the soil moisture content of the supporting soils that occurred under nominal environmental (sun and April 29, 2010 Page 4 Pro Net File No. 14142 rain) and seasonal (wet and dry cycles) factors occurring through the years, adverse soil behavior, improper yard drainage, and improper roof rainwater discharge in conjunction with the aging of the residence. V. DISCUSSION INTERVIEW The following information was obtained during our interview with homeowner: • The residence is approximately 51 years old. • They have lived in the residence for approximately 20 years. • The den and swimming pool were constructed before they purchased the residence. • Navigable waterway is located less than one - quarter mile west of the residence. • Mrs. Encamacion initially noticed exterior cracks in the east CMU wall and the south (front) brick veneer a few years ago and she noticed interior drywall cracks in the living /dining room walls and ceiling in early 2010. OBSERVATIONS On April 15, 2010, Brendan M. Larkin, P.E. of Pro Net Group, Inc., in the presence of the homeowner inspected the exterior, interior and crawlspace of the residence. General April 29, 2010 Page 5 ProNet Ale No. 14142 dimensions and photographs were taken to document our observations. This report identifies and documents the representative damages and conditions at the residence and reflects typical conditions observed during our inspection. Also, a single photograph may be included to depict the damage in a particular area. All photographs are available for review and some of the photographs taken are included in this report. Following are some of the pertinent observations made during our inspection at the Encamacion residence: Exterior • No gutter /downspout system installed at the residence and roof rainwater discharges at the perimeter of the residence; • Several horizontal /vertical /stepped cracks in the east CMU wall and the south brick veneer /CMU wall; and, • Five air ventilation openings for the crawlspace area approximately sixteen inches (16 ") long by eight inches (8 ") high all located on the east wall, at or slightly above exterior grade level. Two ventilation openings have a CMU block place in front of it, blocking air flow and the other ventilation openings have screen /fabric over the openings. One ventilation opening located on the south stem wall is completely sealed off. Interior • The garage floor, bedroom No. 1 and hall bathroom are constructed on a slab - on -grade foundation; and, • Several drywall horizontal /vertical /stepped cracks located on the living room east and south walls and ceiling. Crawlspace • Soil consists of sand and small /medium rocks and remnants of concrete debris and concrete over pour; April 29, 2010 Page 6 Pro Net File No. 14142 • Crawlspace soil level is approximately twelve inches (12 ") lower than the exterior grade level; • No vapor retarder installed over the soil; • Soil damp to the touch; • An approximately four foot by four foot by one foot (4'x4'x1') deep cavity at the southeast comer of the crawlspace area with two voids traveling approximately one foot (1') beneath the east and south stem walls at the southeast comer area of the foundation of the residence; • Approximately one inch to three inches (1 " -3 ") of voids and /or soil subsidence between soil and concrete debris /over foundation pour at north and northeast stem wall areas; and, • Water staining and evidence of water intrusion, soil erosion and soil subsidence at the CMU stem walls at the south and east stem wall areas. REVIEW OF USDA — NRCS SOIL MAPS The shallow soils in the area of the Encamacion residence have been mapped by the U.S. Department of Agriculture — Natural Resources Conservation Service. USDA soil maps are based upon aerial surveys and shallow test pit excavations/hand auger borings and are not necessarily an exact representation of in situ soil conditions on a specific site. The Encamacion residence is located in an area mapped as soil type: Udorthents, limestone substratum -Urban land complex (42), located in areas with 0 to 5 percent slopes, moderately well drained, and generally consisting of gravelly sand (SP, SP -SM) to a depth of thirty inches (30 ") over un- weathered bedrock to the interpreted depth of thirty -four inches (34 ") below grade. The depth to groundwater is listed as twenty -four inches to forty-eight (24" to 48 ") below grade. April 29, 2010 Page 7 Pro Net File No. 14142 ELEVATION SURVEY A micro - elevation survey was performed on the floors within the garage, bedroom No. 1, hallway, hall bathroom, living /dining room and kitchen area of the Encamadon residence using a Technidea Zp Level ® in order to evaluate the magnitude, location and general direction of differential floor slopes that may have occurred since original construction. The data obtained is used to determine the amount of relative differential movement from one location to another within the areas surveyed. The elevations taken are corrected for different floor coverings in order to evaluate the relative elevation differences using a single datum. A benchmark elevation of zero inches (0") was established outside the main entrance at the concrete sidewalk. The results of the elevation survey of the kitchen and living /dining room indicate that the high area of the residence floor slopes approximately one and one -half inches (11/2 ") from the slab -on -grade foundation, west kitchen /living floor area to approximately a twenty foot (20') long, low area at the CMU pier and wood beam supported area of the living /dining room, approximately five feet to twenty -five feet (5' to 25') away. This low area is located under the shared south kitchen wall /north firing room wall in the vicinity of the CMU stem -wall that travels in an east/west direction and supports the wood floor beams that travel in a north /south direction. The results of the elevation survey in the living room indicate that the high area of the residence floor slopes approximately one inch (1 ") from the slab -on -grade foundation, west kitchen /living floor areas to a low area at the southeast living room comer area approximately twenty-five feet (25') away. The garage, bedroom No. 1, hall and hall bathroom are supported on a slab -on -grade foundation. The results of the elevation survey indicate that the high area of the residence floor slopes approximately one -half inch (1/2 ") from the east slab -on -grade April 29, 2010 Page 8 Pro Net File No. 14142 foundation hall and hall bathroom areas and generally slopes down toward the northwest area of bedroom No. 1 approximately twenty -five feet (25') away. A separate relative elevation survey was performed on the exterior area of the Encamadon residence using a Technidea Tip Level® in order to evaluate the slope and direction of rain water flow at the front and east side yards of the residence. A benchmark elevation of zero inches (0") was established outside the main entrance at the concrete sidewalk. The results of the exterior elevation survey indicate that the high area of the north half of the front yard, east of the driveway, slopes approximately twelve inches (12 ") to a low area at the exterior northeast living /dining room area approximately forty-five feet (45') away. The rain water flow passes at or near the five air ventilation openings for the crawlspace that are located at or slightly above exterior grade level. ANALYSIS Soil consolidation (compaction) is a natural reaction of the soil to the addition of load. Soil consolidation is rarely completely uniform beneath a structure or soil supported floor slabs and a certain amount of differential movement is considered normal. The magnitude of floor slope measured in the garage of the Encamacion residence, however, exceeds what is considered normal settlement. The fact that the central area of the living /dining room has settled approximately one and one -half inches (11/2 ") and the southeast perimeter of the living room has settled approximately one inch (1 ") indicate that the overburden soils are subsiding. The four foot by four foot by one foot (4'x4'x1') deep cavity at the southeast comer of the crawlspace area with two voids traveling beneath the stem wall foundation at the south and east areas of the foundation of the residence indicate that consolidation /erosion of the natural soils and surface subsidence has been a long -term condition. April 29, 2010 Page 9 Pro Net File No. 14142 There are five air ventilation openings for the crawlspace area at or slightly above the exterior grade level. The CMU stem wall and soil in the vicinity of the five air ventilation openings evidence water intrusion, soil erosion, soil consolidation and soil subsidence. These conditions are the result of lack of gutters at the Encamacion residence; the rain water not being directed away from the south and east foundation area, the crawlspace soil level approximately twelve inches (12 ") lower than the exterior grade level and air - ventilation openings on the east wall at or near grade level. The measured floor slopes and cracks in the CMU /brick facade walls are consistent with stem wall foundation settlement relative to the slab -on -grade foundation. Evidence of erosion and subsidence in the crawlspace along the north, east and south stem walls indicate that settlement of the residence has been a long -term condition and is not the result of any one -time event. The cracks in the CMU /brick veneer walls have been Tong -term conditions that have been occurring for years. The ventilation openings located at the east perimeter do not meet the Florida Building Code requirements for crawlspace ventilation of one square foot of vent openings for each one - hundred fifty square feet (150 sf) of crawlspace area. The ventilation around the perimeter of the residence is approximately forty percent (40 %) of what is required by code; however, all of the ventilation openings are located on the east face of the residence, which does not allow for cross ventilation. Shallow groundwater conditions in the Miami area result in a constant source of moisture and moist soil/high relative humidity conditions beneath an elevated residence. In addition, the high water table characteristics of the soil, the relatively flat site and poor drainage conditions, in combination with the residence located near a navigable water way, and rainwater discharging onto the north and east sides of the residence also contribute to elevated moisture and water intrusion in the soil and high April 29, 2010 Page 10 ProNet File No. 14142 relative humidity conditions within the crawlspace resulting in the observed differential foundation movement. In summary, the horizontal /vertical /stepped cracks in the interior and exterior finishes resulted from differential foundation movement from the changes in the soil moisture content of the supporting soils that occurred under nominal environmental (sun and rain) and seasonal (wet and dry cycles) factors occurring through the years, adverse soil behavior, improper yard drainage, and improper roof rainwater discharge in conjunction with the aging of the residence. The above submitted opinions are based upon sdentific methods, our inspection and observations, generally accepted engineering criteria and the professional knowledge and experience of the engineer in the forensic analysis of residential and commercial buildings and components. Such an inspection cannot detect all existing or potential defects and it should, therefore, be understood that future conditions affecting items discussed in this report cannot be predicted since they are all subject to change. The scope of this report extends only to the above noted items. Further, this engineering report should not be considered a warranty or guarantee express or implied of any kind. April 29, 2010 Page 11 Pro Net File No. 14142 O VI. ATTACHMENTS A. GENERAL LAYOUT April 29, 2010 Page 12 ProNet File No. 14142 SWIMMING POOL COVERED PATIO D GARAGE BATH = —' —' l OV ❑❑ DEN (CARPET) DW KITCHEN TILE ( n 1 EN R'Y LIVING )WOOD) COVERED PORCH FRONT DINING )WOOD) I' 1 EVIDENCE OF SOIL EROSION /SUBSIDENCE AT CRAWLSPACE GRADE LEVEL "HOLE". RAIN WATER FLOW LINES (TYP.) LOCATIONS / SIZES ARE APPROXIMATE. N\ '[1j) i LEGEND - APPROXIMATE LOCATIONS OF DRYWALL CRACKS AT CEILWG/WALLS ran - APPROXIMATE LOCATION OF VERTICAL/HORIZONTAL AND /OR STEP CRACKS IN CMU WALLS 0 - 85c16" CRAWLSPACE AIR VENTILATION OPENINGS AT OR NEAR GRADE LEVEL ON EXTERIOR CMU WALL (u) The ProNet Group, Inc. 10274 NORTHWEST 461H STREET SUNRISE, FLORIDA 33351 PHONE 954.809.1190 • FAX: 800.996.8377 SHE V61F 04/15/10 33 =V-0 E ENGKEIR I GENERAL LAYOUT BRENDAN M. LARIaN, P.E. IRE a: 14142 PROPERTY LOCA11ON: 1125 NE 92ND STREET - MIAMI SHORES, FLORIDA DWG. NO. 10.1 April 29, 2010 VT. ATTACHMENTS B. PHOTOGRAPHS Page 14 ProNet He No. 14142 1. View of front (south) elevation of the Encarnacion residence, located at 1125 NE 92nd Street in Miami Shores, Florida. 2. View of the right (east) side elevation. April 29, 2010 Page 15 Pro Net File No. 14142 3. View of the left (west) side elevation. 4. View of the back (north) side elevation. April 29, 2010 Page 16 (( Pro Net File No. 14142 5. Another view of the back (north) side elevation. 6. View of front (south) elevation at entrance area. April 29, 2010 Page 17 (. ) ProNet File No. 14142 7. View of front (south) elevation at entrance area. Note brick facade cracking at door entrance. 8. View of front (south) elevation at entrance porch area. Note brick facade cracking at lower right side of near window. April 29, 2010 Page 18 () ProNet File No. 14142 9. View of front (south) elevation at east area of wall. Note CMU step cracking. 10. View of the right (east) side elevation. Note ventilation openings at grade level and CMU step cracks at electrical box area. April 29, 2010 Page 19 () ProNet File No. 14142 11.Another view of CMU ventilation openings. 12.View of the right (east) side elevation. Note horizontal wall cracks. April 29, 2010 Page 20 Pro Net File No. 14142 13. View of the right (east) side elevation. Note ventilation openings at grade level and CMU horizontal cracks above vent openings. 14. View of the right (east) side elevation. Note horizontal CMU wall cracks. April 29, 2010 Page 21 ProNet File No. 14142 15. View of the right (east) side elevation. Note horizontal CMU wall cracks at top of window area. 16. View of living room area from main entrance. April 29, 2010 Page 22 ProNet File No. 14142 17. View of east wall of living room. Note horizontal stucco cracks at lower window area. 18. View of east wall of living room. Note horizontal stucco cracks at upper window area. April 29, 2010 Page 23 () ProNet File No. 14142 19. View of living room area from main entrance looking east. 20. View of living room ceiling. Note dry wall ceiling cracks. April 29, 2010 Page 24 () Pro Net File No. 14142 21. View of kitchen. 22. View of kitchen entrance from living room. Note drywall cracks. April 29, 2010 Page 25 () Pro Net File No. 14142 23.View of crawlspace area looking east. 24. View of wood beams on center stem wall. April 29, 2010 Page 26 ( ) ProNet File No. 14142 25. View of crawlspace area looking east from center of south crawlspace area. 26. View of crawlspace area looking east under living room. Note clogged vent opening, water stains and evidence of erosion. April 29, 2010 Page 27 ( ) ProNet File No. 14142 () 27. View of crawlspace area looking east. Note water stains and evidence of erosion. 28. View of crawlspace area at southeast area. Note void in soil and water stains on stem wall. April 29, 2010 Page 28 ProNet File No. 14142 29. View of crawlspace area at southeast area. Note void in soil under stem wall. 30. View of crawlspace area at northeast area. Note void under concrete and evidence of standing water. April 29, 2010 Page 29 () ProNet File No. 14142 31. View of crawlspace area at north central area. Note void under concrete. 32. Closer view of crawlspace area at north central area. Note void under concrete. April 29, 2010 Page 30 Pro Net File No. 14142