Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERWORKOFFICE ;USE ONLY SECTION: 25 TOWNSHIP: RANGE: 4a MAP NO.: j ^ ZONING: - [r� LAND USE: LOT CNG %: TAZ NO.: FLOOD ZONE: FIRM MAP M 1ST FLR ELV: MAX HGT.' CST TYPE: 1 / OCCP TYPE: \ MAX. OCCP: # OF FLRS: VVV �J WATER: SEWER: SPRINKLERS STORMWATE R LOT OF REC (befr 1/90) LOT OF REC (aftr 1/90) LOT SPLIT LOT SPLIT REQ'D APPRV'D DECAL LIBRARY PARKS PERMIT NUMBER IMPACTFEE IMPACTFEE. FEE REPORT CODE �c--� 7-� .O PUBLIC BLDG IMPACT FEE HABITABALE AREA RADON FEE oOl t! (� (RADON) Y N ROAD GROSS ROAD CREDIT - TOTAL ROAD IMPACT ZONE IMPACT FEE IMPACT FEE DUE ' Y N SCHOOL CREDIT TOTAL IMPACT FEE SCHOOL ... IMPACT FEE POLICE FEE F FEE MISC FEES: ' TOTAL POLICEIFIRE/ MISC. FEES Y N ADDITIONAL SPECIFY. TOTAL ALL PERMITS FEES REQ'D REVIEWS ZONING ZONING PLANS VEG ATION SEA MANGROVE REVIEWED BY EXAMINING TURTLE „ DATE 1% ' q -D. ,Pt - COMPLETE (( INITIALS ~ e, OFFICE USE ONLY: v DATE FILED: Lf PLAN REVIEW FEE:�t �6� ECEIPT NO.: / PERMIT NUMBER: �C V✓V ` / CONCURRENCY FEE: -RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE 8t FILLED IN TO BE ACCEPTED N e� GE ST. LUCIE COUN*�Y PUBLIC WORKS y� BUILDING &ZONING DEPARTMENT-4 C 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 q114 trQ11od Ea_ (en 4 APPLICATION for. BUILDING PERMITS �r CERTIFICATE of CAPACITY/ZONING COMPLIANC tc�- PROJECT INFORMATION SC ANNED 1. i]IP� LOCATION/SITE ADDRESS: NoRrI-iUT4.ttN5�int L57J7 H fit, �Q9fiY! 1[V 1 2. I 3. I 4. S/D NAME: PROPERTY TAX ID #: ,23 LEGAL DESCRIPTION (attach extra sheets if necessary): SITE PLAN NAME: ___.. CoNaaOatWlurbt 0 51-H 1234 5 , Rev lr 40 1— 15. PLAT 6. PAGE 7. BLO K 6. LOT CgOW92NMENT- BOOK`5 /� ACC NO. �SC i(TTste61L� NO. �5C-�.4TlItEw NO. L Lb"r 1 _ PP�tztEL A ovt tIZ LI- DIN J-6I0AJ5 *OVL=� 151TE fS 9. PARCEL- SIZE: ACRES/SQ FT. * q' 3 5; �.G5 LOT DIMENSIONS Epp-ox' S60 X " 3-c-)"Di+4 A/ 7 0\,c5R4 - '91MlIP451 MJ Or- SrfG I W (-+ICA4 ibi.DG. °G t-5 PART of ' 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: e0Aj2Mvc7ToN 0 F (5-5)5f'A iZ SETBACKS(ACTUAL) FRONT: BACK: TYPE OF CONSTRUCTION (Check all appropriate boxes) [tj'NEW CONSTRUCTION [� RESIDENTIAL [ ] OTHER (SPECIFY) RIGHT LEFT • SIDE SAC. SIDE: C } 5 ATrAr-� stTi= FLA-W s [ ] EXPANSION/ADDITION [) INTERIOR RENOVATION [ ] COMMERCIAL [ ] INDUSTRIAL C S P"E A -Me? C j-jCp DESCRIPTION OF PROPOSED USE: 1 5jl"LR -A,8- .6t=, Rat7F-d FOR RI =siovlr5 --y ' 14. Sq. FtJCONSTRUCTION: 54 10�2 � it, 15. Sq. Ft. 1st Floor. per,t� L �16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the Indicated value of construction if It is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is S250C nor more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: QeZ1 Mic?UG lSjr_Le3DM 5 COI.TJC.• ++ ` ADDRESS: q2c5 AI . CQQ6 Lr=—NAU 16 I CITY: Mf31RITr f.5L-D STATE: rL ZIP 3Zq 5-3 PHONE (DAYTIME): I zII -453-5731.6 - IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: • '.J` A -AA E A e� OW AI C_ 2- _ ADDRESS: CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ZIP _ ST. of FL REGJCERT l: CiG I✓ O °4fi SZ ST. LUCIE COUNTY CERT N: BUSINESS NAME: -M leom Dtgy guOW j'7 z)✓ C6ftr,_=VAR 0 .,7 .. qe . _ QUALIFIERS NAME: i .- ADDRESS: �'Z5 AID C�JUfL"`L3NAV PK�tV _ CITY: t miwr Isis STATE: ii ZIP•. 3 PHONE(DAYTIME): 137.tt 45-3—5:5&6 FAX NO. 37-1 453`53fao -''• - .1 ARCHITIENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: Cm: MORTGAGE LENDER: ADDRESS: CITY: TITusV(LLM STATE:- FL ZIP 3Z%9L OZ FI 2101- N�A STATE: STATE: ZIP ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 da s after notification it will be voided and returned to you by mail. r I CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate -permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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 THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: 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. WNER/CONTRA TOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA STATE OF FLORIDA COUNTY OFF\�, euCOUNTY OrZaZL ta,20 The foregoing instrument was acknowledged before me thiSFfa day off by_ rn�. --<d� ✓.j ie en�� knob^ to me or who has produced as identification. �Yl ory-ap Signature of Notary Type or Print Named Notary Notary Public Title The foregoing instrument was acknowledged before me this=day of emL1e(LOD� ,..p_x RaY)c-vim �� who is oers Ly1s_nole�to me_ or who has produced as identification. Signature of Notary rrJoA.L(�q Type of Print Name otplbtary Notary Public Title �Commissio Go.. 'ss e BRENDA A. KING �.'.�.%.:; i'""°w¢'.� BRENDA A. KING (seal) l�qNotary Public - State of Florida (S8 Ik -Notary Public - State of Florida il• j"?-3 Vy Comma n EV;esJun 22,2005 4y r, Vy Commission Fey' Jun22,2005 .' Commission # OD013764 >„ ' ;h. Commission p DD013784 NOTE:3IN;RF EACH SIGNATUR IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAK TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private ProviderInspection and Plan Review Construction Materials Testing - Geophysical Services Environmental Sciences - Geotechnical Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES Project No. 1900003-001-03 Report No: 011DR-0502 Date Issued: 05-12-06 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: Technician: 05-02-06 Brittany Evans As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of in -place density testing for the east side footings for building C. While on site, the technician performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. -.r,l�� Reviewed by: Universal Engineering Sale ra, Ids �r Cerfi to of od Go 0 c l fl revis R. Richards, RE STATE OF FLORIDA Registered Professional Englneer No. 61378 1 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 - Fax:772-461-9816 UES Project No. 1900003-001-03 UNIVERSALUES Date Report No. 01105- 2-06 ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Report of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, east side footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 05-02-06 Technician: Brittany Evans Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlvinn snits helnw the tastad rianthc TEST LOCATION TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD # OF ELEv. THICKNESS MAX. DRY MOISTURE DENSITY MOISTURE ova RESULTS TEST (1) (IN) DENSITY (%) (PCF) % COMPACTION (PCF) 1 Left end, east wall 0 12 106 15 105.9 3.9 100 Pass 2 Center, east wall 0 12 106 15 105.7 4.4 100 Pass 3 Center right, east wall 0 12 106 15 103.9 4.3 98 Pass 4 Right end, east wall 0 12 106 15 104.2 3.9 98 Pass IT) Ref. Datum: 0 = Bottom of Footing Reviewed by: 1 - 'I, Universal Engineerin S nc s,inc. , Cer�lji" rate ut n No 54e 1 I Travis .Ric artls, P.E _ STATE OF FLORIDA Registered Professional En&6n .r No. 61376 ,l. 7 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 a Fax:772-461-9816 = 11 Ir 0*4 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering UES Project No. 1900003-001-03 Report No: 005DR-0404 Date Issued: 04-05-06 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: Technician: �� ' 1^, Scott Renfroe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician performed 11 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy � s left for their records. 4 Reviewed by: .-i,., , Travis R. Rlkha s, P.E r STATE of PLORIDA Reglstered Professional Engineer Ro.'61378 4484 Okeechobee Road, Fort Pierce, Floridd'349474 772-461-9815 • Fax:772-461-9816' % w ! LIES Project No. 1900003-001-03 LIES Report No. OOSDT-0404 UNIVERSAL Date 04-05-06 ENGINEERING SCIENCES, INC. Threshold/Private ProviderInspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Report Of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 04-04-06 Technician: Scott Renfroe Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficiai soil conditions only and do not address the condition of the underlvina soils below the tested denths TEST LOCATION TEST TEST PROCTOROPTIMUM FIELD DRY FIELD # OF ELEV. THICKNE MAX. MOISTURE DENSITY MOISTURE o A° RESULTS TEST (1J (IN) DRY (°A0) (PCF) °Ao COMPACTION DENSITY (PCF) 1 East side 0 12 106 15 102 15.0 96 PASS 2 1 South East corner 0 12 106 15 101 15.5 98 PASS 3 East side, 2 nd footing 0 12 106 15 101 14.2 95 PASS oin West 4 South side, 3` footin 0 12 106 15 108 1 7.7 102 PASS 5 Middle, 3 footin 0 12 106 15 102 11.8 96 PASS 6 North side, 3` footing 0 12 106 15 109 9.4 103 PASS intersection 7 South West corner 0 12 106 15 103 11.7 97 PASS 8 West side of building 0 12 106 15 105 11.9 99 PASS 9 North West side 'o 0 12 106 15 107 9.8 99 PASS 10 North side near 0 12 106 15 104 12.6 98 PASS elevator shaft 11 Intersection @ North 0 12 IO6 15 101 16.7 95 PASS side of footing #2 Reviewed by: Universal Englneedng Science , Se ofAL tl 549 TC STATE OF FLORIDA Registered Professional En In No. 81378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES Project No.: 1900003-001-03 Report No: 003CR-0328 Date: 03-29-06 On -Site Time (hrs): 2.25 Lab Time (hrs): 0.00 Travel Time (hrs): 0.00 Total Time (hrs): 2.25 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-28-06 Technician: Jerry Self As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of testing concrete for the footings on building C, Phase 1. While on site, the technician cast 2 sets of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. a'aga �7�e4rlae-$CICS'Rf9, lnC., � .� 2ichafCs, P.E. ;�- 1 PLORIDA,'' I Pre,869nalEngineerNq.; 613' 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 e Fax:772-461-9816 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnlcal Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES Project No.1900003-001-03 Report No: 004DR-0328 Date Issued: 03-29-06 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.00 Total Time (hrs): 1.00 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-28-06 Technician: Alex Ramos As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Travic�R. RichziAs;,P.E. � STATE,OF.FLOR1 �` ! Registered P gfessicnal Fr-,inxr NP `a t 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 9 Fax:772-461-9816 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineedn Rgeport of In -Place Density Tests Client: Mr. Ed Lawrence Tdcon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. 1900003-001-03 UES Report No. 004DT-0328 Date 03-29-06 Date of Test: 03-28-06 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCATION TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD % RESULTS # OF ELEV. HicKNEss MAX. DRY MOISTURE DENSITY MOISTURE COMPACTION TEST (1) (IN) DENSITY (PCF) % (%) (PCF) 1 20' from South wall and 8' from West wall 0 12 106 15 100.4 10.5 95 Pass 2 13' from West wall and 33' from South wall 0 12 106 15 101 11.9 95 Pass 3 42.4' from East wall and 30' from North wall 0 12 106 15 103 9.8 97 Pass 4 1 18' from North wall and 21.8' from East wall 0 12 106 15 104 7.8 99 Pass (1) Ref. Datum: 0 = Bottom of Footing .dui':.' '. '>do r iil Eo ceenag Scieu )ne.- itecf 'onzation ors 9'H lvRid'gds, P.E.•- _ r - :VJ l- q ed Professional Engineer No.6L73 ' 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 e Fax:772-461-9816 UNIVERSAL Client No: 190003-001-03 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: March 29, 2006 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF MOISTURE -DENSITY RELATIONSHIP OF SOIL Client: TRICON DEVELOPMENT P.O. Box 320637 Cocoa Beach Florida 32932-0637 Project: Oceanique Building C North Hutchison Island Fort Pierce, Florida Location: Subgrade Date Sampled: 3/23/06 Sampled By: A.M.R. SUMMARY OF TEST RESULTS TEST METHOD ASTM D1557A MAXIMUM DENSITY MOISTURE CONTENT OPTIMUMSOIL DESCRIPTION Brown fine sand with small shell fragments FILL: No NATURALGROUND: Yes PASSING #200 SIEVE CURVES OF 100% SATURATION FOR SPECIFIC GRAVITY EQUAL TO: ■■■■■■■■■■■■■■■■��1DRY ■■■■■■■■■■■■■■■■■■��1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■LIk 2.75 2.70 2.65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • •.: . r r NOTES: 61378 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnicat Engineering UES Project No. 1900003-001-03 Report No: OOSDR-0404 Date Issued: 04-05-06 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.26 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: Technician: Scott Renfroe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician performed 11 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Reviewed by: Universal En C uavq ll- /.uQlu�, r.C�1 _ l•a/• STATE OF FLORIDA- Reglsbued.Professlons! Erigiueer No. 61378 -C 4484 Okeechobee Road, Fort Pierce, Florida 34947- 772-461-9815 • Fax:772-461-9816• •'°"°. UES Project No. 1900003-001-03 UES Report No. 005DT-0404 UNIVERSAL Date 04-05-06 ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnica/ Engineering Report of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 04-04-06 Technician: Scott Renfroe Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or sulficial soil conditions only and do not address the condition of the underlvina soils below the tested depths. TEST LOCATION TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD # OF ELEv. THICKNESS MAX. MOISTURE DENSITY MOISTURE % RESULTS TEST (1) (IN) DRY (%) (PCF) % OMPACTIO DENSITY (PCF) 1 East side 0 12 106 15 102 15.0 96 PASS 2 South East comer 0 12 106 15 101 15.5 98 PASS 3 East side, 2" footing 0 12 106 15 101 14.2 95 PASS aoina West 4 South side, 3 footin 0 12 105 15 108 7.7 102 PASS 5 Middle, 37footin 0 12 106 15 102 11.8 96 PASS 6 North side, TO footing 0 12 106 15 109 9.4 103 PASS intersection 7 South West corner 0 12 106 15 103 11.7 97 PASS 8 West side of building 0 12 106 15 105 11.9 99 PASS 9 North West side 'o 0 12 106 15 107 9.8 99 PASS 10 North side near 0 12 106 15 104 12.6 98 PASS elevator shaft 11 Intersection @ North 0 12 106 15 101 16.7 95 PASS side of footin #2 Reviewed by: Universal Engineering Sclen s Certi of n .549, Inc /// Travis and .E �/� /p61 STATE OF FLORIDA / (/ Reglstersd Professional Engineer No. 81378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold /Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Report of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. 1900003-001-03 UES Report No. 004DT-0328 Date 03-29-06 Date of Test: 03-28-06 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or suf(icial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCATION TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD % RESULTS # OF ELEV. THICKNESS MAX. DRY MOISTURE DENSITY MOISTURE COMPACTION TEST (1) (IN) DENSITY (PCF) % (%) (PCF) 1 20' from South wall and 8' from West wall 0 12 106 1 15 100.4 10.5 95 Pass 2 13' from West wall and 33' from South wall 0 12 106 15 101 11.9 95 Pass 3 42.4' from East wall and 30' from North wall 0 12 106 1 15 103 9.8 97 Pass 4 18' from North wall and 21.8'from East wall 1 0 1 12 1 106 1 15 104 1 7.8 99 Pass (1) Ref. Datum: 0 = Bottom of Footing Reviewed by: Universal Engineering Scien Inc. Certificate of Authorization 14b. 549 w Travis R. Richards, P.E. STATE OF FLORIDA Registered Professional Engineer No. 61378 4484 Okeechobee Road,. Fort Pierce, Florida 34947 772-461-9815 9 Fax:772-461-9816 UNIVERSAL Client No: 190003-001-03 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: March 29, 2006 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF MOISTURE -DENSITY RELATIONSHIP OF SOIL Client: TRICON DEVELOPMENT P.O. Box 320637 Cocoa Beach Florida 32932-0637 Project: Oceanique Building C North Hutchison Island Fort Pierce, Florida Location: Subgrade Date Sampled: 3/23/06 Sampled By: A.M.R. ' SUMMARY OFTEST RESULTS TEST METHOD ASTM D1557A MAXIMUM DENSITY SOIL DESCRIPTION Brown fine sand with small shell fragments Yes PASSING 11 SIEVE all. 0 ■■■■■■■■■■■■■■9 ■■■■■■■■■■■■■■■■��DRY ■■■■■■■■■■■■■��I♦■■■■■��,NATURALGROUND: ■■■■■■■■■■■■■■■■1111�■■■■III, ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ r r r NOTES: Reviewed by: Universal Engineering Sci , Inc. of orizati No. 49 Travis R. ichards, P.E. STATE OF FLORIDA Reaistered Professional Fnoineer No R137R - - --- - -UNIVERSAL ENGINEERING SCIENCES, INC. Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 LIES Project No.1900003-001-03 Report No:-002DR-0323 Date Issued: 03-27-06 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.00 Total Time (hrs): 1.00 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-23-06 Technician: Alex Ramos As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, north-west section. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Reviewed by: Universal Eagineering Scien , e. Ce . ate of AuthorizaC n o; 549 i Travis . Ricliar�s, P.E. J Y STATE OB NLORIDA'; _ Registered $iofessibnal Engin er No: 6137 ee 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 9 Fax:772-461-9816 �> - - - -UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Provider Inspection and Plan Review Construction Materials Testing ° Geophysical Services Environmental Sciences " Geotechnical Engineering Report Of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O: Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. 1900003-001-03 UES Report No. 002DT-0323 Date 03-27-06 Date of Test: 03-23-06 Requirements:, 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCATION TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD % RESULTS fi OF ELEv. THICKNESS MAX. DRY MOISTURE DENSITY MOISTURE COMPACTION TEST (1) (IN) DENSITY % (%)(PCF) (PCF) f 30' East from north-west comer 0 -12" 114 10 108.5 9.8 95 Pass 2 , 40' South from north-west comer, 0 -12" 114 10 109.0 9.9 96 Pass 3 ' 30' South.from north footing 0 -12" 114 10 109.2 10.3 96 Pass 4 20' East from west footing 0 1 -12" 1 114 J 10 108.8 10.5 95 Pass (1) Ref. Datum: 0 = Bottom of FoundatiomFooting Reviewed STATE O Registered 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLB? BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 11 Inspector: David Jones Date: September 29ih, 2006 Present at Site: Tricon Development OBSERVATIONS Time: 11:25—11:55am Observed mansard roof truss sheathing attachment to be complete per details on sheet TC-3 & 4 of the structural plans. Observed upper roof truss layout, placement, anchorage and tie downs, and sheathing attachment to be complete per details on sheet TC-3 & 4 of the structural plans and the truss drawings. ITEMS TO VERIFY N/A ACTIONS TAKEN David A. Jo s BO Sp ' _ pectore seph Herding, P" Project Special Inspector SI 10321 PE 42.568 Cc: file 137502-C Tricon Development St. Lucie County 11151W LETTER OF CERTIFICATION ISSUED TO: St. Lucie County, Florida We affirm that to the best of our knowledge, the property herein referred to has been constructed in substantive conformance with the intent of the design specified in the permitted plans and specifications subject to the limitations as set forth below. PLANS AND SPECIFICATIONS Entitled: Oceanique C, Drawings TC-1 through TC-4 Dated: 07/11/2003 Engineer of Record: Gerding Engineering Corporation, Joseph E. Gerding, P.E. Building Address: 4180 N. Highway A1A, St Lucie County, FL Permit # SLC-24060644 II. SCOPE This certification is limited to the foundation, shoring and reshoring, and structural frame including primary and secondary framing systems. This certification does not apply to elements such as balcony railings, fire protection, roofing, curtain walls, mechanical/electrical systems, architectural components, site work or other elements not contributing to the capacity of the structural building frame. Nor does it include the inspection and/or verification of any safety provisions as required by OSHA or other safety standards that applied during the construction period. We as the Special Inspector did observe that the work was executed in substantial conformance with the permitted Official Contract Documents. The Official Contract Documents defined as the Plans, Record Addendums, and specifications with all Amendments thereto on file at this office. Signed and Sealed this 121h Day of January, 2007. PE0042568 Special .inspector_#1032 architect, p.a. architecture r vlanninq :• interior deriQn January 9, 2007 TO: St. Lucie Code Compliance 2300 Virginia Ave. Ft. Pierce, F134982 RE: Permit #24050644 (Building C) 4180 N. Hwy AlA; Ft. Pierce, Fl Please be informed that Building "C" of Oceanique Condominiums has been completed and is in conformance withye.glans and specifications as approved by your office. �— David M. Putnam Architect, P.A. 1701 S. WASHINGTON AVE. • TITUSVILLE, FL 32780 • TEL. (321) 267-6915 • FAX (321) 268-5688 JAN.19.2007 4:26PM TRICON DEVELOPMENT NO.823 ' P.1 TRICON DEVELOPMENT OF BREVARD, INC, P. 0- BOX 320637 COCOA BEACH, FLORIDA 329324637 PHONE: (321) 453.5360 FAX: (321) 453-3618 TRANSMITTAL SHEET TO: FROM: Ken Amold BRENDA ADAMS COMPANY: ...,.._ 1/19/07 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 772-462-6443 e-4 PHONE NUMBER: RE: Oceanique FEMA FORM X URGENT ❑ 9OR REVIEW ❑ PLEASE COMMFNT ❑ PLEASA REPLY ❑ PER YOUR REQUEST NOTES/COulSBNTS: o's O � . di JAN.19.2007 4:26PM TRICON DEVELOPMENT fRel[3-*i ;W4 -- UNIVERSAL ENGINEERING SCIENCES, INC. 7hraehold/private ftviderhopecdon and Plan Revlaw Consf v6anMatelots7-esgng.GaophysrcalSeMces EnNlonmenfal Sclances - Geofachnical Errglnearing ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St, Lucie County, Florida Date of Activity: 03-22-06 Technician: Alex Ramos UES Project No. 1900003-001-03 ReportNo; 001DR Date Issued: 03-2746 On -Site Time (hra): 0.50 Lab Time (hrs); 0.00 Travel Time (hrs): 0.00 Total Time (hrs): 0.50 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, northwest section. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to not meet the project compaction requirements Of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Reviewed by: Universal Engineering Eden a certif =e of rizvio - 54 6 'havis R, RicbmU P.S. STATE OF ELORIDA Registered Pmfits6onol Engineer No. $1378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461.9815 • Fax:772-461-9816 JRN.19.2007 . 4:26PM TRICON DEVELOPMENT NO. 823"- "P.3 --- - UNIVERSAL ENGINEERING SCIENCES, INC. Thrwhold/PNvsre Providerlaspactron and plan ReView COnsLuetion Materials Testing • Geophysical Services EnvImn=ntal Sciences • GeOtechnIcalEgglneenng Report Of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, north-west section Type of Test Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. 1900003-001-03 UES Report No. 001DT-0322 Date 03.27-06 Data of Test: 03-22-05 Requirements: 95% of proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. EST] LOCAVON # I OF TEST (1) Ref. Datum: 0 = Top of Final Grade TOST I TEST I PROCTOR (►)�CKNJ UN) FELD DRELFV,Max. DvIM0071=11.Daarry MDR , (PCF) root (%) Flop Reviewed by: Universal Engineering Sa e. catc Of io 4 $Travis?richa,-STATE OF FLORMA Registered Professional.EngincerNo. 61378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 9 Fax:772-461-9816 JAN.19.2007 4:27PM TRICON DEVELOPMENT 110.823 P.4— -- _- -_.—UNIVERS'AL ENGINEERING SCIENCES, INC. 7hreshold/Private Provlderinspeotion and Plan Rev/ow Consftaaaa /Naterlals Testing • Geophysiod servIces EAvironrnenhd Sciences • C,eotechniral Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project; Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-23-06 Technician: Alex Ramos UES Project NO.1900003,001-03 Report No.- 002DR-0323 Date Issued: 03-27-06 On -Site Time (hra): 1.00 Lab Time (hrs): 0.00 Travel Time (hm): 0.00 Total Time (hrs): 1.00 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, north-west section. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records, 1378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772,461,9816 JRN.19.2007 4:27PM TRICON DEVELOPMENT NO.923' P.5 --M-UNIVERSAL ENGINEERING SCIENCE'S, INC. Thresholdl Pdvafe Providerirmpaction entlPlan Revlew Construction ualerlsls Tesgng • Geophysics! Servicn�s Enwronmonta/ Sdances • Geofeohnlcat EA91needng Report Of In-PlaceDensi Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320837 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test Field: ASTM D 2922 Laboratory; ASTM D 1557 Technician; Alex Ramos LIES Project No, UBS Report No. Date 1900003.001.03 002DT-0323 03.27.06 Date of Test 03 23-06 Requirements: 950/6 of Proctor mabmum dry density. These tests apply to the fill and/or surftcial soil conditions only and do not address the condition of the underlying soils below the tested depths. LocA'noN TES, TEsr PkOCrOR OPTIMUM R!W DRY FIELD % RESULTS DP Test ELEY. ICKSN IwAX. DRY omult DzmsrrY Mot COMPACTION (1) (IN) DENsrrr (PCF) MOM I%) 1 30' East from north-west comer 0 -12, 1 114 10 108.5 9.8 95 Pass 2 40' South from north-west comer 0 -12° 114 10 10B.o 9.9 96 Pass 3 $0, South from north footing 0 12' 114 10 109.2 10.3 98 Pass 4 20'Eastfromwestfootin 0 -12" 114 10 106.8 I 1o.5 1 95 Pass w Ref, Datum: o= Bottom of Foundation Footing Rcriewed by. Universal EugTneering Sciences, ine. C ws�RB, Travis RSTATE OF 7'LORWA Regisremd F104esiond Rn&eerNo. 6137E 4484 Okeechobee Road, Fort Pierce, Florida 34-047 772461-9815 0 Fax:772-461.9816 'JRN.19.2007 4:27PM TRICON DEVELOPMENT NO.823 P.6 - UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Pmvider/espection and Plan fieview constracdon Materials readng. Gwphyalcal Services Endronmental Sciences • Geetechn(cal Englneering Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Coda Beach, FL 32932,0637 ACTIVITY RECORD UES Project No.1900003-001.03 Report No: 001DR Date Issued: 03-27-06 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-22-06 Technician: . Alex Ramos On -Site Time (hm): 040 Lab Time (hra): 0.00 Travel Time (hm): 0.00 Total Time (bra): Olga As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, north-west section. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to not meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records, - •.Fly Reviewed by Univergal EogiRCerup; $eie �: _, �-. Certificate of on o,i Travis R. Richards, P4 g'IATPORPLORW .M • Re; stercd Profcssienal Farnm r No. 61378 ? •' . 4494 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 a Fax:772-461-9816 JAN.19.2007 4:27PM TRICON DEVELOPMENT NO.e23 P.7 ' UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Private Plovrdarinspecnon and Plan Review Construction MateriaiaTestlng • Geophysical services Environmental Sciences - Geotechnicar Engineering Report of In-Plaee Denaltv Tests Client Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project; Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, north-west section Type of Test Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. UES Report No. Date 1900003-001-03 001DT-0322 03-27-0a Date of Test: 03-22.06 Requirements: 95% of Proctor mabmum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TESI # LOCATION TEST TEST PROCTOR OPTIMUM Fa:Lb QRY FIELD % RESULTS of ELrv. MAX. DRY MohsTuReDENerrY MoisTuRt coMPAcTIr TEST (1) (IN) DENSITY (PCF) % (PCF) (%) 1 30'fromnorth•westcomer onwest wall 0 -12` 114 11 100 19.0 88 Fail 2 3 10OUn from north west comer to the south 0 -12" 114 11 105 18.5 92 Fail 3 Center of west wall 0 12' 114 . 11 101 19,5 89 Fail 4 20' firm west wall to the east 0 -12° 114 11 100 19.0 88 Fail (1) Ref. Datum: 0 = Top of Final Grade IIniversalEngineeeriq�Sei ' �:- � ,{ < . Travis R. Richards, An: - STATE OPFLORIDA I. ' d Rcgimcd Proft5ioefll Ea*cGNo.Y l3jgv- — 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 0 Fax:772-461-9816 JRN.19.2007 4:28PM TRICON DEVELOPMENT NO.823 P.8 UES Protect No. 1900003-001.03 UNIVERSAL Report No: 002DR-0323 ENGINEERING SCIENCES, INC. Data Issued: 03-27-06 Threshold/Private Provider/nspeolfon and Plan Revlew ConsWcfion MatelialsTaWng • Geophysical SarNces EnvimnmettdSclancee • Geotaahnfcal alglneering ACTMTY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03�23-06 Technician: Alex Ramos On -Site Time Mrs): 1.00 Lab Time (qrs): 0.00 Travel Time (hrs): 0.00 Total Time (hm): 1.00 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, north-west section. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Rcvimd by Universal Evp' Sdcv - c 02 io ' S49 i TraQt Kjouros, P. - STATE OF Regis[e¢dRoIYSSiopRlL�ngin. Nc.'61�J8' >: 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 0 Fax:772-461-9816 'JRN.19.2007 4:28PM TRICON DEVELOPMENT NO.823 "P.9 --- -'-"'— UNIVERSAL ENGINEERING SCIENCES, INC. Threshord/PflMa PrmdderinspecRbn andplan Revlew ConM Metron MateNals Teseng • Geophysical Servrces Ervlronmental Sciences - Gaotechnical Fngrneering Report Of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320537 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St, Lucie County, Florida Area Tested: Building C, footings Type of Test Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES project No. UES Report No. Date 1900003-001.03 002DT-0323 03-27-06 Date of Test; 03-23-06 Requirements: 95°/a of Proctor maximum dry density. These tests apply to the fill and/or surricial soil conditions only and do not address the condition of the underlying soils below the tested depths, TEM LocA-noN TEST TEST PROCTOR OP11M1UlAA FIELD DRY FIe4D % RlSULTs ri or ELEv° cmN MAx- DRY MDlsm DENsrrY MoisTuRE CompAcnow TEST (1) (IN) tUaffY (PCF) @DF) ° lA) 1 30' East from north-west comer 0 -12" 114 10 108.5 9.8 95 Pass 2 40, Soutn tmm north-west comer o -12° 114 10 logo 9.g 96 Pass 3 30' South from north footin 0 -12° 114 10 108.2 10.3 96 Pass 4 20' East from west footing 0 -12° 1 114 10 108.8 1 10.5 95 Pass (1) Ref. Datum: 0 = Bottom of Foundation Footing Rm'ewedby; ,: univer )Liine6ftSc(FneeOrIna.-. t° of unZatiGa . 9 ,� zr Ri°li'gsdy, P:6.' �. • _ � - : J� - Regisrtred professidn,srPngineer No. 6137D-`,; �' 4484 Okeechobee Road, Fort Pierce, Florida 34947 .�..•. 772-461-98I5 0 Fax:772-461-9816 JRN.19.2007 4:28PM TRICON DEVELOPMENT NO.B23 P.10 UNIVERSAL. ENGINEERING SCIENCES, INC. Thrasho/d/Pdvate Provider Inspection and Plan Review construction Matedals Tawng • Geophysics/ Services F..nv/ronmantalSelences • Geotechnlcal Engineenng ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES PrOJeot NO.: 1900003.001-03 Report No: OOSCR-0328 Date: 03.2946 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-28-06 Technician: Jerry Self On -Site Time (hrs): 2..25 I.ab Tlme (hrs): 0.00 Travel Time (hrs): 0.00 Total Time (hrs): 2.25 As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of testing concrete for the footings on building C, Phase 1. While on site, the technician cast 2 sets of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump, The contractor was notified of the test results or a copy was left for their records. Rcviewad by. IIeiver¢alEn�ineetiogS rna 1Tv3 R Rkhards. PR OASAERMPegisferod AffseiMI En&eerNc. 51378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 0 Fax:772-461-9816 JRN.19.2007 4:28PM TRICON DEVELOPMENT NO.823 P.11 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/ Pdvate Pravlderinapectron and Plan Review construction Matedals Testing • Geophysicsi Services Environmental Sc/ences • Geatechpleal agieeedng UES Project No. 1900003-001-03 Report No: 004DR-0328 Date Issued: 0&29.06 ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St, Lucie County, Florida Date of Activity: 0328-06 Technician: Alex Ramos OnSlta Time (hrs): 1100 Lab Time (hrs): 0.00 Travel Time (hrs): 0100 Total Time (hra): 1.00 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician observed the general condition of the areas to be tested and perforated 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records, Reviewed by: WVemaEEngineerins Sdencm Inc. C'CT4GatCe01A thorimtioa . 49 L 7yay(gwR, Richards, P.H STATE .. rr oRrbA Registered Pmftssional EagWocrNo. 61378 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 JRN.19.2007 4:28PM TRICON DEVELOPMENT NO.823 P.12 UNIVERSAL ENGINEERING SCIENCES, INC. ThresholdIF'dvate Providerinspecdon and Plan Revlew Construdlon IRmforials Testing • Geophydentsenicas tu Environmental Sdences - Geotechnlcal Eagineen'n Deport of In -Place Densityr Tests - Client: Mr. Ed Lawrence Tricon Development P.O, Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. UES Report No. Date 1900003401-03 004OT-0328 03-29-06 Pate of Test: 03-28-06 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. L.ocwtoN. TEST TEST PROCTOR OPTIMUM FIELD DRY FIELD % ResuLTS t% OF ELEv. lilcioi MAX. DRY M018 u DENSITY Moll COMPACTION TEST (1) (IN) Dwsm (PCF) % (PCP) (%) 1 20' from South wall and 8' from West wall 0 12 108 15 1 100A 10.5 95 Pass 2 13' from West wall and 33' from South wall 0 12 106 15 101 11.9 95 Pass 3 42N from East wall and 30' from North wall 0 12 105 15 1 103 8.8 97 Pass 4 1 18' from North wall and 21.8' from East wall 0 12 106 15 1 104 7.8 99 I Pass (1) Ref. Datum: 0 = Bottom of Footing Reviewed by. Universal Eagiaeering Sden e. CC"tiii"C4e Of orirauoa o. 5 9 /41 Chmiy R Rio 'll P.& STATE OF FLORMA Rcgisteed Pmf4ssioaol EngineorNe, 61376 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 JRN.19.2007 4:29PM TRICON DEVELOPMENT NO.823 P.13 UNIVERSAL Client No: 190003-001-03 ENGINEERING SCIENCES ConavltaMs In: Geotechnieal Engineering - Date; March 29, 2006 Environmental Sciences - Constnlctlon Materials Testing 820 Brevard Avenue - Rockledge, Florida 32M - (321) 636.08oB REPORT OF MOISTURE -DENSITY RELATIONSHIP OF SOIL Client: TRICON DEVELOPMENT P.O. Box 320637 Cocoa Beach Florida 32932-0537 Project; Oceanique Building C North Hutchison island Fort Pierce, Florida Location: Subgrade Date Sampled: 3123106 Sampled By, A.M.R. SUMMARY OF TEST Rr=Sum •, ■■■■■■■■■■■■■■■■\►\1 SOIL DESCRIPTION Brown fine sand with small shell fragments FILL: No NATURAL GROUND: Yes _ ...MN■E■r■■O■■■.......■■■.►\. .. -EM■■■E■■NEE■■■■E■■�N■■■■E■■\\a .■■E■■■E■E■■■N■■NEE■■ENE■■■ ...................■■■..►.� .... . ■\;� ■MNEEM■EMEE■■■EEM■■■OMEN..► ...........■■.....■■■.■■... ............................. ■..■..■■.........■OEM■■N■E�■EM NOTES: Reviewed'by: Unlvomal Engineering Set Inc. Ce ct rizati No. 9 G Travis R. ichards, P.E JAN.19.2007 4:29PM TRICON DEVELOPMENT NO.e23 P.14 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/Pdvete Providerinspadlon and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • GaDiachnicat Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES Project No.: 1900003-001-03 Report No: 003CR-0328 Date: 03-29-06 On -Site Time (bra)- 2.25 Lab Time (bra): 0.00 Travel Time (hrs): 0100 Total Time (hrs): 2.25 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity; 03-28-06 Technician: Jerry Self As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of testing concrete for the footings on building C, Phase 1, While on site, the technician cast 2 sets of 4 cylinders for compressive strength testing. Theconcrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records, Rerie�cny: '-•' IIniv!�ebi En(a!ReCiC�: ypa, ~. . Tnavi/sTtRiohaMs.PE STATEABBI.oRrDA - .. 4484 Olcet obee Road, Fort Pierce, Florida 34947 ` 712461-9815 • Fax:772-461-9816 JAN.19.2007 4:29PM TRICON DEVELOPMENT NO.823 P.15 ' • — 9 UNIVERSAL ENGINEERING SCIENCES, INC. 7hroshoidiPrivate Pmvfdarinspecflon and Plan Review ConsWctlon Materials Testing- Geophysical services EavironmerdmiSciences • Gentechnicei Engineering UES Project No.1900003-001-03 Report No: 004DR-0328 Date Issued: 03-29-08 ACTMTY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320837 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: 03-28-06 Technician: Alex Ramos On -Site Time (hrs): 1.00 Lab Time (hrm): 0.00 Travel Time (hra): 0.00 Total Time (hrs); 1.00 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557, The Contractor was notified of the test results or a copy was left for their records. Ruv4WIY. IIetye�y:t ringiliceriyn ifCieoClYC:A4. `i , Cer,,.Scbieuf,wthoi�on _ M `r c STA'FT; Or•FiEDRIDA =� RegstereA Piuf?Sfiieml d'PS+��'� 1tiJ' 61478 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 JRN.19.2007 4:29PM TRICON DEVELOPMENT NO.823 P.16 UNIVERSAL, bdENGINEERING SCIENCES, INC. Throshold/PnVate Providerinspea6an and Plan Review Consbvetlan Matedais Testing • Geophysical Sambas EnWronmanW Sciencas • Geatechnical Engineenn�r Keport of In -Place Density Tests Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison island St. Lucie County, Florida Area Tested; Building C, footings Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Technician: Alex Ramos UES Project No. 1900003-00143 UES Report No. 004DT4328 Date 03-2"6 Date of Test: 03-28-06 Requirements: 95% of Prootor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. LOCATION TEST TEST PROCTOR OPTIMUM Fn9 D DRY F= % RESULTS # OF, ELev. cKNEss MAX. DRY OI DENSITY MOISTURE COMPACTION TEST (1) (IN) 'DENSITY (4A) (PCF) % (PCF) 1 20' from South wall and 8' from West wall 0 12 106 100.4 10.5 95 Pass 2 13' from West wall and 33' from South wall 0 12 106 101 11.9 95 Pass 3 424' from East wall and 30' from Noah Wall 0 12 106 V 103 9-8 97 Pass 4 18' from North wall and 21.8' from East wall 0 12 106 104 1 7.8 1 99 I Pass (1) Ref. Datum: 0 = Bottom of Footing Reip=mfl 4484 Okeechobee Road, Port Pierce, Florida 34947 772461-9815 • Fax:772-461-9816 Irdg, PSn reaaiomlEngineerNo-6 3.715 - JRN.19.2007 4:30PM TRICON DEVELOPMENT NO.823 P.17 UNIVERSAL client No: 190003-001-03 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental seances - ConstruGtlOn Materials Testing Date: March 29, 2006 820 t3rovard Avanue - Rockledge, Florida 329s8 - (321) 638-0808 REPORT OF MOISTURE -DENSITY RELATIONSHIP OF SOIL Client: TRICON DEVELOPMENT P.O. Box 320637 Cocoa Beach Florida 32932-0637 Project: Oceanique Building C North Hutchison Island Fort Pierce, Florida Location: Subgrade Date Sampled: 3123106 Sampled By: A.M.R. ,. ,■EME■MEME■O■MEMEEE■■■EE\l \`I► \� 0 M■MM\\► .FILL: \MMM■E\\ - OF ■EMEEME■ MEN ■MOM f\ .■■■■■■■■■■■■■MMEN �p ME■■■■■■■■ ENE ■■MEN NNE MEMO ■■■■■■MEMO■■■■■■■■\SOILDESCRIFFION Brown fine sand with small shell � fragments MMMMMMMM No ■■M■■■■MMMMMEMER No NA-ri;RALGROUND: Yes ME■EMMM■rIPPOn:.r HER MEMEMOMME■EEME■E\MM■E■\\\, •• 1 M■■M■M■■■M■EME■E■M■ME■■\\�. ■MMM■M■MM■M■■EMOMMMMMMEE\\\ OE■M■MEMM■■M■MME■MMM■■■MMEO ■■■■■O■M■EMM■■■MM■■■■MMEM■■\► ..■.......C............C...... ■■■■MMMEMMM■MMM■■■MM■■■■M■■■■■ M■MMM■■■O■■■ME■■■■■■■E■■■■■E■M ... -. . •., • 1 NOTES: sl Engineering scf , ",mac. ate of i2atC - G t. Icllards, R.E rod P oOfesg GgdI Engirte"o. 61376 JRN.19.2007 4:30PM TRICON DEVELOPMENT NO.823 P.18 UNIVERSAL ENGINEERING SCIENCES, INC. Throshold /Private Provider/nspewon and Plan Ravlew Construction Materials Testing • Geophyslcal Services Environmental Saencea • Geotechn/eel Engineering ACTIVITY RECORD Client: Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UES Project No.1900003.001-03 Report No. 005DR-0404 Date Issued: 04-05-06 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): us Total Time (hrs): 2.50 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: Technician: 04-04,06 Scott Renfroe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician performed 11 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Reviewed Br: Unlvenml Enginpetine5jonc Ino. cogs . don L Riche RE STATE Of FLORIpA l ReAlstNgtl Protesslennl FnOin,Fer I(a, 61978 .•t 4464 Okeechobee Road, Fort Pierce, Florida 34947 772461-9816 a Fax:772-461-9816 JRN.19.2007 4:30PM TRICON DEVELOPMENT NO.823 P.19 UES Project No. UNIVERSALUPS oar Report No. ENGINEERING SCIENCES, INC. ThMholdlPdvale Provlderinspectlon and Plan Review ConstrucUdn safe WS TesUng - Geophysical Ssndcea Environmental Sciences - Geotochnical Psglneering Report of In -Place Density Tests Client Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test Field: ASTM D 2922 Laboratory: AM D 1557 Date of Test Technician: Scott Renfroe 1900003-001-03 DOSDT-0404 04-0546 04-04-06 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill andfor surficial soil conditions only onri fin nnf nridrece fhn nnnA'M^n of fke nnAJ Ad... —11� ,..a..... �1....a..-, A�_ TEST LOCATION TEST TEST PROOTon OPTIMUM FIELD DRY FIELD # OF ELEV. THICKNEWS MAX. MOISTURE DENSITY MOISTURE % RESULTS TEST (1) (IN) DRY (0/0)(PCF) % COMPACTION DENSITY (PCF) 1 East side o 12 106 15 102 15.0 96 PASS 2 South East comer 0 12 106 15 101 15.5 98 PASS 3 East side, 214 footing 0 12 106 15 101 14.2 95 PASS oolnei West 4 South side 31u footing 0 12 105 15 108 7.7 102 PASS 5 Middle 3 footing0 12 108 15 102 11.8 96 PASS 6 North side, 3 footing 0 12 106 15 109 9.4 103 PASS intersection 7 South West comer 0 12 106 15 103 11.7 97 PASS S West side of building0 12 108 15 105 11.9 99 PASS 9 North West side 'o 0 12 106 15 107 9.8 99 PASS 10 North side near 0 12 106 15 104 12.6 98 PASS elevator shaft 11 Intersection @ North 0 12 106 15 101 16.7 95 PASS side of footin #2 Revlavred by.' unNeraal Engineering Sciande fi�eo}AL d 64B a, P.E y I /p (v STATE OF FLORIDA Reglstold Profaminnal En Ineerftillan 4484 Okeechobee Road, Fort Pierce, Florida 34947 772-461-9815 • Fax:772-461-9816 JRN.19.2007 4:30PN TRICON DEVELOPMENT UNIVERSAL ENGINEERING SCIENCES, INC. Threshald/Pdvets PmWeler/nspecdon and Plan Review construction Materials Testing • Geophysical ServIces Environmerrlel Sciences • Gaotachilleal Engineedng ACTIVITY RECORD Client: Mr. Ed Lawrence Trioon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 UE6 Project No.1900003-001-03 Report No' 0051311-0404 Date Issued: 04-06-06 On -Site Time (hrs): 1.25 Lab Time (hm): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Date of Activity: Technician: 04-04-06 Scott Renfroe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of density testing for building C, footings. While on site, the technician performed 11 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. Reviewed by. UnlverasI Enp1neQ4 SGIM , Ina of Tlavis , 40 S. P,E fZ.Q�a•, 9TATEbb'F.LnRInA � �! - Re9161�tefl PL'o OMIOnal Engineer Na,10M 4464 Okeechobee Road, Fort Pierce, Florida 34947 �` = 7721361-9815 • Fax:772-461-9816 JRN.19.2007 4:31PM TRICON DEVELOPMENT NO.823 P.21 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold/PriWto Provfdarinspeetfon and Plan Revlaw Construction Materfals Testing • Geophysical Services En elmnmentalsaences • oeorachnfeal Engineering U98 Project No. UES Report No. Date Report of In-Pl2ce bensity Tests Client Mr. Ed Lawrence Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0837 Project: Oceanique Condominiums - Building C North Hutchison Island St. Lucie County, Florida Area Tested: Building C, footings Type of Test Feld: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test Technician: Scott Renfroe 1900003-001-03 OOSDT-0404 04-0546 04.04-06 Requirements: 96% of Proctor maximum dry density_ These tests apply to the fill and/or surficial soil conditions only and do not 9ddrpse the nnnditinn nftha rindpdvinn cnil¢ hprmu th,+4achorl riawhc TEST LOCATION TEST TEST PROCTOR OPTIMUM RELp DRY Fimio # OF KLEV. TmciOr MAX. MOISTIIR DEHSnY MoisTuRE e A REsuLrs TEST ��) (IN) DRY (0/0)(PC'� % COMPACTION DENSrrf (PCF) 1 East side 0 12 10e 15 102 15.0 96 PASS 2 South East comer 0 12 108 15 101 15.5 98 PASS 3 East side, V footing 0 12 106 15 101 14.2 95 PASS CIO in West 4 South side, 3 footin 0 12 106 15 108 7.7 102 PASS 5 Middle.3 foots 0 12 105 15 102 11.8 96 PASS 6 North side, 3a footing 0 12 106 15 109 9.4 103 PASS Intersection 7 South West comer 0 12 106 15 103 11.7 97 PASS 8 West side of building 0 12 106 15 105 11.9 1 99 PASS 9 North West side 'o 0 12 106 15 107 9.8 99 PASS 10 North side near 0 12 106 15 104 12.5 98 PASS elevator shaft 11 Intersection @ North 0 12 106 15 101 16.7 95 PASS side of footing #2 Reviewed W. Unlvereal Engineering Scien In o 649 Trew rd .E �/� to Co 3TA'r8 OF flARIOA ( !/ Registered Profeesional Engineer No. GIM 4484 Okeechobee Road, Fort Pierre, Florida $4947 772-461-9815 16 Fox:772-461-9816 BOARD OF COUNTY COMMISSIONERS January 23, 2003 PUBLIC WORKS DEPARTMENT r4 ODD SCANNED BY Stlucieft* NOTICE TO ALL BUILDING PERMIT APPLICANTS EFFECTIVE IMMEDIATELY we will require all residential and commercial building permit applications (including additions, expansions and interior remodeling) that propose to use central water and/or sewer, to submit with their building permit application:, A RECEIPT FOR UTILITY SERVICE NO EXCEPTIONS JOHN D. DRUHN, Disma No. t • DOUG COWARD, Distria No. 2 • PAULA A. LEWIS. District No. J • FRANNIE HUrCHINSON. Disrda No. 4 • CUFF BARNES. DIsnia No. 5 County Adminissroror - Douglas M. Anderson 2300 Virginia Avenue • Fr. Pierce, FL 04982 Public Works: (772) 462-1485 • FAX (772) 462-2362 Division of Engineering: (772) 462-1707 Fox 462-2062 • Division of Rood G Bridge: (772) 462-2511 FAX 462-2363 Division of Solid Waste: (772) 462-1.768 FAX 462-6987 Division of Building G Inspections: (772) 462-1553 Fox 462-1735 • TDD (772) 462-1428 www.co.sr-lude.fl.us 5-11-2003 3:59PM FROM FLEIS/BENNETT ENG 321 779 2173 P.1 BOARD OF COUNTY COMMISSIONERS May 12, 2003 Fleis &'BennetEugineering, Inc. Indian Harbor Beach Professional Plaza 2060 Highway A-1-A, Suite 308 Indian Harbor Beach. Florida 32937 Attu: Troy Edwards, Project Engineer Re: Oceanique Oceanfront, A Condominium Dear Mr. Edwards: UTILITIES DEPARTMENT WILLIAM BLAZAK DIRECTOR -_ MA RM In response to your May 7, 2003 correspondence please consider the following: • Sufficient water and wastewater capacity exists for your proposed project. Reservation of the capacity will require execution of a developer's agreement with St. Lucie County and payment of all current applicable rates, fees and charges. Building permits will, not be issued for the project until a developer's agreement is entered into and all rates, fees and charges paid in full. Reclaimed water is available to the project and sufficient irrigation will need to be provided to dispose of reclaimed water in an amount equal to the wastewater flows for the project. This project is currently located within a Municipal Service Benefit Unit (MSBU) and additional Equivalent Residential Connections will need to be assessed to the property consistent with the density for the project. The MSBU was created to construct a central lift station and gravity sewer lines to 'serve properties in the immediate area of your project. THE attached memorandum from our MSBU Coordiantor indicates that the property is currently assessed for 56 ERC's for the off -site utility improvements. The proposed density of your project will require an additional 87 ERC's to be assessed to the property consistent with the methodology adopted for the MSBU. JOHN D. BRUHN. Disuia No. 9 DOUG COWARD. Dlmlcr No, 2 • PAULA A. LEWIS, Dlsrlcr No. 3 • FRANNIE HUTCHINSON. DiSMa No. 4 • CLIFF BARNES, Dlsrrlcr No. 5 County Adnlinis=or - Douglos M. Anderson 2300 Virginia Avenue • Fort Pierce, FL 34982 • Phone (772) 462-1150 • FAX (772) 462-1153 web site: www.co.st-lucie.fl.us 8-11-2003 3:59PM FROM FLEIS/BENNETT ENG 321 779 2173 s� P. 2 r The MSBU assessment is a completely separate charge and should not be confused with the normal water and wastewater plant and line charges. If you have any questions regarding the MSBU assessment please feel free to contact Rebecca Padrick in our Engineering Division and if any further information is required of the utility department please feel free to contact our. office. Sincerely: v Williaal Blaz Utility Directo c: Rebecca Padrick, MSBU Coordiantor Dennis Murphy, Community Developmeht Director r L � f a c, mew, y.a urMtsUn a �keein� a iekFld dedtn April 11, 2005 Re: Oceanique Oceanfront Condos- St. Lucie County, Florida Building Permit#: L24050644 Building Official St. Lucie County Building Department To Whom It May Concern: Please be advised of the following changes to the blueprints for Tricon Development, Inc. for Oceanique Oceanfront Condos. 1. Portable fire protection added to sheet A-2. 2. Exit light fixtures added to sheet A-4. 3. Emergency light fixtures added to stairwells on sheet A-4 4. Secondary means of egress added for roof level tennis court 5. Wall & Door legend revised to indicate proper fire rating. Sincerely, Da�utnam `Architect, P.k. llk 1701 S. WASHTINGTON AVE. • TITUSVILLE, FLORIDA 327800 TEL. (321) 267-6915 FAX (321) 268-56P� i 4 April 11, 2005 Re: Oceanique Oceanfront Condos- St. Lucie County, Florida Building Permit #: L24050644 Building Official St. Lucie County Building Department To Whom It May Concern: Please be advised of the following changes to the blueprints for Tricon Development, Inc. for Oceanique Oceanfront Condos. 1. Portable fire protection added to sheet A-2. 2. Exit light fixtures added to sheet A-4. 3. Emergency light fixtures added to stairwells on sheet A-4 4. Secondary means of egress added for roof level tennis court 5. Wall & Door legend revised to indicate proper fire rating. Architect, P.A. llk 1701 S. WASHTINGTON AVE. • TITUSVILLE, FLORIDA 327800 TEL. (321) 267-6915 FAX (321) 268-568 _J 1 RESOLUTION 04-017 2 FILE NO.: MJSP-03-010 3 4 e A RESOLUTION GRANTING MAJOR SITE PLAN 6 APPROVAL FOR THE PROJECT KNOWN AS OCEANIQUE 7 OCEANFRONT, A CONDOMINIUM e 9 WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the 10 testimony and evidence, including but not limited to the staff report, has made the following 11 determinations: 12 13 1. Oceanique Development Company, through Agent Clayton Bennett, has applied for 14 major site plan approval for the project to be known as Oceanique Oceanfront, A 15 Condominium consisting of 144 residential units in two buildings for property located 16 on the east and west sides of North SR A-1-A, to the northeast of Regal Road and 17 east of Queens Cove Subdivision in the HIRD (Hutchinson Island Residential 18 District) Zoning District for the property described in Part B. 19 20 2. The Development Review Committee has reviewed the site plan for the proposed 21 project and found it to meet minimum technical requirements of the St. Lucie County 22 Land Development Code and to be consistent with the future land use maps from 23 the St. Lucie County Comprehensive Plan. 24 25 3. The proposed project is consistent with the general purpose, goals, objectives, and 26 standards of the St. Lucie County Land Development Code, the St. Lucie County 27 Comprehensive Plan, and the Code of Ordinances of St. Lucie County. 28 29 4. The proposed project will not have an undue adverse effect on adjacent property, the 30 character of the neighborhood, traffic conditions, parking, utility facilities, or other 31 matters affecting the public health, safety, and general welfare. 32 33 5, All reasonable steps have been taken to minimize any adverse effect of the 34 proposed project on the immediate vicinity through building design, site design, 35 landscaping and screening. 36 37 6. The proposed project will be constructed, arranged and operated so as not to 38 interfere with the development and use of neighboring property, in accordance with 39 applicable district regulations. 40 41 7. The proposed project will be served by adequate public facilities and services. 42 43 8. The applicant has applied for and received a revised certificate of capacity, a copyof 44 which is attached to this order as Exhibit A, as required under Chapter V, St. Lucie 45 County Land Development Code. FileNo.:MJSP-03-010 Resolution 04-017 May 11, 2004 Page 1 3 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. Pursuant to Section 11.02.05 of the St. Lucie County Land Development Code, the site plan for the project known as Oceanique Oceanfront, A Condominium, is hereby approved as shown on the site plan drawings for the project prepared by Bennett & Fleis, Inc. dated January 23, 2004, and date stamped received by the St. Lucie County Community Development Director on January 26, 2004, for the property described below, subject to the following conditions: Pursuant to Section 3.01.03(AA)(7)(A) of the St. Lucie County Land Development Code, the first thirty-nine (39) units of this project will be subject to only the standard road impact fee for the type of proposed construction. The remaining one -hundred and five (105) units will be subject to the Alternate Development Fee of $2,336 per dwelling unit, which includes the required road impact fee. All 144 units will be subject to all other required impact fees and any other fee or assessment that St. Lucie County may lawfully assess. Z All gopher tortoises found on site shall be relocated by the applicant's representative, in accordance with all applicable state regulations. The gopher tortoises shall not be subject to an incidental take permit unless a permit for onsite relocation is denied and the gopher tortoises test positive for Upper Respiratory Tract Disease (URTD). Copes of all correspondence and permits shall be provided to the St. Lucie County Environmental Resources Division. B. The property on which this Major Site Plan is being granted is described as follows: ALL THAT PART OF THE NORTH 100 FEET OF THE SOUTH 1,000 FEET OF GOVERNMENT LOT 1, IN THE NORTH 1k OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA LYING EAST OF THE EASTERLY RIGHT-OF-WAY LINE OF ROUTE A -I -A, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1 AS SHOWN ON PLAT OF SURVEY OF SAID SECTION 23 RECORDED IN PLAT BOOK 8, PAGE 21 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; AND, THE NORTH 100 FEET OF THE SOUTH 1,100 FEET OF GOVERNMENT LOT 1, LYING EAST OF STATE ROAD A-1-A IN SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1 AS SHOWN ON PLAT OF SURVEY OF SAID SECTION 23 RECORDED IN PLAT BOOK 8, PAGE 21 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINS 2.74 ACRES, MORE OR LESS. (TAX ID #'s: 1423-120-0025-000/2, 1423-130-0001-000/9, 1423-130-0003-000/3, 1423-130- 0005-000/7,1423-130-0007-000/1,1423-130-0009-000/5,1423-130-0002-000/6,1423-130.0004- 000/0, and 1423-130-0006-000/4) FileNo.:MJSP-03-010 May 11, 2004 Resolution 04-017 Page 2 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (Location: East and west sides of North A-1-A, to the northeast of Regal Road and east of the Queens Cove Subdivision.) C. The approvals and authorizations granted by this Resolution for the purpose of obtaining building permits on this property, shall expire on May 11, 2005, unless building permits have been issued or an extension in accordance with Section 11.07.05(F) of the St. Lucie County Land Development Code has been granted. D. The Final Site Plan approval granted under this resolution is specifically conditioned to the requirement that the petitioner, Oceanique Development Company, Inc., including any successors in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities, including but not limited to; the United States Army Corps of Engineers, the Florida Department of Environmental Protection, and the South Florida Water Management District, prior to the issuance of any local building permits of authorizations to commence development activities on the property described in Part B. E. A copy of this resolution shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Growth Management Director. F. The certificate of capacity, attached as Exhibit A, shall be valid for the same period as this order. If this order expires or otherwise terminates, the certificate of capacity shall automatically terminate. G. A copy of this Order shall be mailed, return receipt requested to the developer and agent of record as identified on the site plan applications. H. A copy of this Order shall be attached to the site plan drawings described in Section A, which plan shall be on file with the St. Lucie County Growth Management Director. This Order shall be recorded in the Public Records of St. Lucie County. After motion and second, the vote on this resolution was as follows: Chairman Paula A. Lewis AYE Vice -Chairman John D. Bruhn AYE Commissioner Frannie Hutchinson AYE Commissioner Doug Coward AYE FileNo.:MJSP-03-010 May 11, 2004 Resolution 04-017 Page 3 Commissioner Cliff Barnes AYE PASSED AND DULY ADOPTED this 11`h Day of May 2004. ATTEST: Deputy Clerk BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY. FLORIDA m Chairman APPROVED AS TO FORM AND CORRECTNESS: hf H:\WORD\RESOLUTION\FINISHED.04\Ocenaique.SP\Oceanique.doc FileNo.:MJSP-03-010 May 11, 2004 County Attorney Resolution 04-017 Page 4 A, GERDING ENGINEERING CORPORATION RECEIVED STRUCTURAL ENGINEERING JUL 2 8 �006 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 8 Inspector: Paul Herkenratt Date: July 22, 2006 Time: 6:30am — 12:30am Present at Site: Tricon Development, Concrete Forms, Tarmac, Universal Engineering Sciences, Big Johnson Concrete Pumping OBSERVATIONS Observed concrete pour of elevated tennis court and tie -beams at stairwells above parking garage. The tennis court & stairwell tie -beams were poured with 420+/- cu. yds. of 4,000p.s.i. concrete, mix #771501, with #57 coarse aggregate and high range water reducer additive. The slab was poured to a thickness of 7". Concrete finishers used 7" chair rail measuring stick to determine slab thickness during concrete placement. All concrete was placed within 90 minutes from time batched. Any water added to concrete mix at job site was done so by Tarmac supervisory personnel on site. Observed Universal Engineering field technician test concrete slump for each 50cu. yds. of design mix placed and cast 5 test cylinders. Concrete for slump testing was taken from truck chute. Concrete slump range was 5-1/2" to 8-1/2" with a average concrete temperature of 88 degrees. Concrete was placed using a 5"/61m concrete pump and consolidated during placement using a 1-3/4" mechanical vibrator. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, A`r Paul Herkenrait Special Inspector's Re itative J d,h .Gering.� Project Special inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County i JATDJDJD Ml e�,Q $gdVmxdtEy�ec �Fm�®Rwd3'N�i 25o05.9r.2edNc. 9151 Faie0M& 1LL Fc EiA1061m 133315 W.UmBmm,FL lint �19x1 Mt-19Y pL,�ry6q'rs51608 Fax (95q)76D6W Fu (5a)591159Z Submittal No. 1752 Date Issued: 1113aMS Cusgmnar: Tricon Deveicpmsnt Project: otearaque Condominium Plant FORT PIERCE RMC PHONE NO. : 777766644444 Jan. 20 2005 09:04HM P6 13 (maal,raadyrSo 0 }iohbxnwdytLc r05l�raditmew b81'r®Ba"d' M 3t1L4 PA. aaa].r875 r°�° J10 m 1 1 Tarmac1Loae (3Q6)7R-151i Fb�(904)29b4(09� FDC /3e520-3W he 00*296u¢sa, C91ixCode: T7M -- afaCadomust beused whenadwMoovmVIO Spec Wslom T HI - Cmfim 3.15 611 78TONE 1 2F4 16W Fme ftgregaft SMMMNGS 2M 1242- city - WATER i 1.00 32.0 W 267 Water Reducer a Remrdor WATER REDUCER R 1 1.00 12.2 KghftigeWatarReducer MGN RANGE WATER 1.00 42.8 AkEntrabor AIR ENTRAINMENT 1 100 1.6 Spe tBAd Pe: 4,0W PSI Spemfe skm1p 6.50T09.5c in, Spe ifiedAir. 3.00To6.00 % Designed WIC P Ratim 0." OealpwdVohmo: 27.00 cu.R i TOTAL 3720 NOTES. Tannw Irae no I0OM9edge or authority regardIng where this mix is to be placed: thwetore, h is the responsib0ity of the, project ard*94 ergtnoe , and/orcpgractor to ensue 0tatfre above designed mix parameters ofcmWemW sapngth, 9mter-lo-co nt m9o. cement content, and atr ow4anl am apprapriefs for the mOdpaled erw&mrneMal cirmens (im ACI 318 sealons 4.1- 3, and bral Building Coder). Chemical edrMocdoes arc added in acc ordenea Wth )he mars)raclurers recommendations. Tarmac reswJes the Nghtto od)ud these dosages to moot the changes in jobs)te dowo*. Designed ma eemanOOoua cmbK is stated as a mbin m, and Tamme reserves the right to inomase eetrt ftaous content Tarmac mQuests to be Included on the dicbbuffon rat for last date. re93- teed DWL31 SRO Sywwz% Inc, Pages Q"Xkw Ismice &i GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING FJ EIVED2 2006 4450 WEST EAU GALLIE BLVD., #212MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 4 Inspector: Jason Hanks Date: May 3", 2006 Time: 10:30am— 11:45am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed the remainder of the spread Tooter depth and width, reinforcing steel placement, masonry dowels, formwork and clear cover per structural plans as highlighted on the attached drawing. Concrete was to be placed with a 5" pump or truck chute and consolidated in forms with a 1-3/4" mechanical vibrator. ITEMS TO VERIFY ACTIONS TAKEN NA Signed, -. `btu J _— Jason Hanks Special Inspector's ReprgseaMtive / 7(2'S,tOL Jo ph . Gerding, P.E. Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County TENNIS COURT FOUNDATION Fm,cE1vFT1 GERDING ENGINEERING CORPORATION JUG STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., 4212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bid. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 5 ' Inspector: Jason Hanks Date: May 8'", 2006 Time: 10:15am — 11:00am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed the remainder of 95 bars from foundation through the first two courses of CMU stemwall for the east half of the building for the spread footer. Bars were appropriate length to allow proper lap for the next lift and were located in the cells as per the structural drawings. Concrete was to be placed using a 2" pump for later in the day. ACTIONS TAKEN NA Signed, Jason Hanks Special Inspector's senta ve J eph . Gerding, P.E. Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT RECEIVED JUL 2 ®2006 SY: PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 6 Inspector: Jason Hanks Date: July 18'", 2006 Time: 10:15am— 12:00pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed #5 steel bars in I` floor level CMU filled cells. Clean outs were free of debris and plywood covers were being placed during the inspection. CMG grout was ordered for placement using a 2" pump and consolidated in forms by hand ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, so�7 '�-- G� Sapecial Inspector's Re native Jo eS ph E. Gerding, P.E. Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County } GERDING ENGINEERING CORPORA ' a-" ot 6� 9 60 STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., 9212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 7 Inspector: David Jones Date: July 21", 2006 Time: 3:26 - 4:45pm Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed steel reinforcing placement, bar size and quantity, clear cover, post tension cable placement and support, formwork and shoring of the 2°d floor slab and beams to be complete per the structural plans, cable shop drawings and the shoring plan. Slab form was cleaned and ready for concrete placement. ITEMS TO VERIFY N/A ACTIONS TAKEN A Signed, David A. Special Ii losepfi E. Gerding, Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County GERDING ENGINEERING CORPORATIOCFIV.i� STRUCTURAL ENGINEERING J U L 2 g 10 H 4450 WEST EAU GALLIE BLVD., #212 BY: MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 2 Inspector: Jason Hanks Date: April 5`s, 2006 Time: 10:30am — 11:45am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed spread footer depth and width, reinforcing steel placement, masonry dowels, formwork and clear cover per structural plans as highlighted on the attached drawing. Concrete was to be placed with a 5" pump or truck chute and consolidated in forms with a 1-3/4" mechanical vibrator. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, ason Hanks Special Inspector's R Live se E. Gerding, P.E. Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County TENNIS COURT FOUNDATION � i i � i l�-�l� Ir�(,bf. L �/Ci alb SPYCAq 1,�0.Ji1 �c7otP(S Ir J L---J GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 �UL G�Ob PHONE 321 259 7773/FAX 321259 7104 SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC 9137502C SUBJECT: Field Report No. 3 Inspector: Jason Hanks Date: April 170', 2006 Time: 9:30am—10:20am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed #5 bars from foundation through the first two courses of CMU stemwall for the west half of the building for the spread footer that had already been poured. Bars were appropriate length to allow proper lap for the next lift and were located in the cells as per the structural drawings. Concrete was to be placed using a 2" pump for later in the day. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, 9v�- Of Jason Hanks Special Insppeector's Re r entative/ J seph . Gerding, P.E. Project Special Inspector SI 1032, PE 42568' Cc: file 137502-C Tricon Development St. Lucie County n GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 AUG2 I Z��s MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 n SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit# 4 SQ a4 GEC #137502C SUBJECT: Field Report No. 9 A®r Inspector: David Jones ��® Date: August 11'", 2006 Time: 10:15 — 11:23am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed #5 steel reinforcing placement in CMU wall filled cells of the 2" floor walls to be complete per the structural plan sheet TC-2 after minor discrepancies were corrected. Cleanout cover placement was complete. Observed mansard roof truss anchorage and tie downs to be complete per details on sheet TC-3 of the structural plans. ITEMS TO VERIFY N/A ACTIONS TAKEN NA id is , David A. Jone , C Special Inspec s RKerps6entative ��8r�,� . Gerding, P? Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., #212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 M PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Permit #24050644, GEC #137502C SUBJECT: Field Report No. 10 Inspector: Jason Hanks Date: August 15m, 2006 Time: 10:55 — I1:15am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed reinforcing steel placement, bar size and quantity, clear cover and formwork for the elevator and stair caps as shown on TC-2 of the structural plans. Minor discrepancies in formwork were being completed during the inspection. Concrete was ordered for the next day to be placed with a 2" pump and consolidated using a mechanical vibrator. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, ason Hanks Special Inspector's R�e�sentativee rJoseph E. Gerding, P.E. Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County /az-6 I I' GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 4450 WEST EAU GALLIE BLVD., 4212 MELBOURNE, FL 32934 PHONE 321 259 7773/FAX 321 259 7104 J U L 28 Z u b BY: SPECIAL INSPECTION REPORT PROJECT: Oceanique Condominium, Bld. C, St. Lucie County Perm t k2A01 �_ 5664,4, GEC # 137502C A, SUBJECT: Field Report No. 1 Inspector: Jason Hanks Date: March 28 °, 2006 Time: 9:00am—10:20am Present at Site: Tricon Development, Concrete Forms OBSERVATIONS Observed spread footer depth and width, reinforcing steel placement, masonry dowels, formwork and clear cover per structural plans as highlighted on the attached drawing. Concrete was to be placed with a 5" pump or truck chute and consolidated in forms with a 1-3/4" mechanical vibrator. ITEMS TO VERIFY N/A ACTIONS TAKEN NA Signed, Jason Hanks Special Inspector's Repr e Joseph . Gerding, Project Special Inspector SI 1032, PE 42568 Cc: file 137502-C Tricon Development St. Lucie County NOIIVC]NnoA i2jnoO SINN31 41 i �- CERTIFICATE OF COMPLETION This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: 3uilding Permit No. - 24050644 1 Parcel/Folio Nbr: 1423-130-0001-000/9 Lot # 1 Block: Subdivision: Oceanique Condominium Occupancy: Building Address: 4160 - 4180 N AlA PROJECT Legal Description: Permit Job CONSTRUCTION OF 55 SPACE SINGLE STORY GARAGE, BLDG C, WITH Description ROOFTOP TENNIS COURT Permit Finaled: 01/22/2007 Contractor KODSI ROBERT D Ray Wazny Building Official TRICON DEVELOPMENT OF BREVARD (321) 453-5360 925 N COURTENAY PKWY MERRITT ISLAND, FL 32953 Monday, January 22, 2007 Date Printed NOTE: This Certificate of Completion is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Completion. POST IN A CONSPICUOUS PLACE ST. LUCIE COUNTY FIRE DISTRICT ` INSPECTION RECORD Occupancy: Location: h1/470 A Preliminary Checklist: d 'Site Plan Approved ❑ Building Plans Approved/on-site ❑ FD Review attached ❑ Fees Paid Site Checklist: ❑ Site Accessible ❑ Turnarounds Approved ❑ Buildingts Accessible ❑ Hydrant locations verified Required Inspections: Penetrations: ❑ UL Listings w/cut sheets ❑ Firestopping matches cut sheet info Fire -rated Walls and Separations: Electrical Penetrations: Plumbing Penetrations: MechanicaUHVAC Penetrations: (mpeeted and Loeadoa Raulb <f /il Arlo W 3 ,--S Sprinkler Penetrations: Date Inspector Item Inspected and Locaton Results Fire Sprinklers: ❑ Plans and Permit ❑ FDC location verified Underground visual inspection and hydrostatic testing: Date Inspector Item inspected and Location Results Aboveground visual inspection and hydrostatic testing: Dat - Inspector Item Inspected and Location Results 10 S� Fire Alarm System: o Plans and Permit ❑ Panel locations verified Functional Test: Date Impactor Item Inspected and London Results Mechanical/FIVAC: ❑ Automatic Fan Shutdown requirements verified Duct Detector Smoke Test: Date Inspector Item Inspected and Loadon Results Smoke / Fire Dampers: Date Inspector Item Inspected and Loadoo Results Smoke Evacuation System: Date Inspector Item Inspected and Location Results Stairwell Pressurization System: Dote Inspector Item Impacted and Location Results Fixed Fire Protection: ❑ Plans and Permit Hood System Functional Test and Visual Inspection: Date Inspector Item Inspected and Location Results Emergency Features: ❑ Portable Extinguisher locations verified Exit and Date Inspector Items Inspected / Location Emergency Lights Emergency Generator Functional Test: Date Inspector Item Inspected and Location Results Results 'Fire Pump Field Test: Date Inspector Item Inspected and London Results Building Features: ❑ Address posted on building Fire -rated Doors: Dateinspector Item Inspected and London Results Trash Chute Doors/Hopper: l ` Date Inspector Item Inspected and Location Results r r � 1 Final Fire Inspection prior to C.O. a Inspection Record verified for completeness Date Inspector Date Inspector . a Final Walk-through Additional Inspections and Comments: 246 LETTER OF CERTIFICATION ISSUED TO: St. Lucie County, Florida We hereby certify to the best of our knowledge and belief that the site improvements associated with Buildings "B" and "C" for the Oceanique Oceanfront, a Condominium development as designed and permitted by Fleis and Bennett Engineering, Project No. 01.490, consisting of Sheets C-1 through C-13 have been substantially completed and are in general conformance with the approved plans. This certification does not apply to any structural or building elements. Furthermore, this certification does not apply to the site work associated with Buildings "A," "D," "E," or "F." A final certification for remaining site work shall be required upon completion of the said site work. Signed and sealed this 15th Day of January 2007 Cla dn A.-Bennett,-P.E. FL P.E, No. 53125 Date Fleis and Bennett Engineering, Inc. 2060 Highway A1A, Suite 308 Indian Harbour Beach, FL 32937 Phone:321-777-2701 Fax:321-779-2173 Certificate of Authorization No. 8461 Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 4624148 THIS IS NOT A RECEIPT Permit Number: SLC- 24050644 Contacts: Contractor Property Owner Job Address: 4180 AlA Payment Slip Permit Date: 14 September 2005 Building Commercial KODSI ROBERT D (321) 453-5360 OCEANIOUE, Fee Description: Amount Due: BIMS163 BIMS $2.00 Inspe234 Inspector Trust Fund $50.31 Permi243 Permit Fee - General $4,752.83 Radon206 Radon Fee $50.31 Total Unpaid Fees: $ 4,855.45 eo -V-a143L, EP — .1n, o,- I C, aAs 5 fP - ss oit- rQ� y ME Ir1s ,C)V" a� RP 7n5, ol(Z, ciblo,10j) Jai '5 -'=07 1i:C7PM SUI'•IST,ATE `TOT PdGNT i,Q217 P. 1 St Lucie County Inspections, 2300 Virginia. Avenue Ft Pierce, FL 34982 (772)462-2I72 CERTIFICATE OF TERMITE TREATMENT CONSTIRUCTIOIV SOILTREATMENT SLL 4 �Q 4180 North Al A - 13.Cdg C PERMIT q a i/ JOB ADDRESSFo!tt P_'ehce, FL 34949 BUILDER TLZcon Devefopmeat PEST CONTROL CONTRACTOR Sunst:ate Pert Hanagement PEST CONTROL LICENSE. b— I509 We, the undersigned, hereby certify that we have pretreated the above-deserlbed construction for subterranew termites to aeeardance with the standards of the National Pest Control Assoclatiou. Square feel of area treated: 10 Lin Ft Percentage of solution: _ AS � Pale oftreatment:, TmU=y 9- 2007 ® Footing 0 Ist Treatment ❑ Re -treat '® Slab ® 1stTreaunent ® Ro-treat ®.Driveway ® istTreatment ® Re -treat Pools 13 Ist Tzratment U Re -treat U Other Chemicals used: CypeAmetPan to Total gallatls used: Time of Treatment: I= 00 am. &BC104.24 Crrrgkah of.YrvteetiVt?reatmetujorprzeenuon offaraifes. A weather resistant jobrbe porting board shall 'be providrd to receive duplicate Trnatmerst Certifnatea as each required protective treaanent is Completed, providing a ropy for the person the permit is ;sr'Led to and another copyjorthe btrtdingpvmdtfilei, Pte.7�ta<menrCcrt{Iicatsslustt provide the product used ldentW olthe applicator, tune and.dam of the irmamm, sits location, area treated, chemical tuett, percent coatuuration and number e f gallons ased, to establish o verifiable re4ordqfprvtivrivv treawierf. ►fthe Jail chemicalbarrtefinefhodfortermiteprevertt(WilT:erir. fine( exterior nrutmun rha[►be cornp►eted prior to jaasi b>cilding approval. St Lucia County requires [or the final Inspection [or CO, a ireriuenent Sticker to be placed an the eteetricat panel box cover, vsfiny all the treetmepts and dates of'appilcxtbas. ® 1stTrcatlttent Re -treat J Perimeter For Fittal Inspection skasiture euxterminator NOTE: There must be a completed form for each required treatment or re-treahoent and this fenn mist he o►t the job Site to be picked up by the Inspector at time of each inspection or the scheduled inspecsion will fail and a re.inspeetio a fee charged se.rrrxw.tsrox,nnr !an,I -n %00' 1z':47Pb1, , SIAFATF _�5=ST MGNT --...L'o•6211 P. St Lucie County Inspections 2340 Virginia Avenue Ft Pierce, FL 34932 (772)462.2172 CERTHICt'>tTE OF TERMITE TREATMENT CONSTRUCTION SOIL 1PREATMENT 4180 NOnth AlA - Btdg C PERILIIT0_6LC )b 3S Fait PoLcee FL 34949r BUILD,Elt I'�cn Dev atop mewt PEST CONTROL CONTRACTOR Sunst:ate Peen Management PEST CONTROL LICENSE # 1509 We, the underaignod, hereby certify that we bave pretreated the abov"escribed sottstruction for subterranean tertltltes In accordance with the standards of the National Pest Control dissociation. Square feet of area treated: 7i11Qi , Percentage of solution: 3 Date of treatment: Qoiebm, 6, 2006 C1 Footing ® tstTteatment 13 ReAreat ❑ Slab ❑ Ist Treatment Cl Re -treat U Driveway Cl 1st Treatment ® Rrtteat U Pools Ist Treatlnent ® Rc.0 e t Chen dcaln used: _ CypeAmefiyc Ln Total gallons used 02. Tinge of Treattaentt 10: 00 asl FEC194.1.6 Ovf4reakofnvIec&eTredmentjorprosestdonaIrrtuitee. 4 weather resistant jabs tie posting board shall be provided to receive duptieare 1'reatrnent Ceri&ates as each negairedproiecrive ireaanene is completed, providing a ropy jar the person the permit it itsurdro and another copy for the bubdins pornti(,Rles. pie lreatrrart(certficate shad provhie the product usoe: identity of the applicator. time and date of the treatment, site locution, Brea treated, chanical used, percent eaneenrration and nunberefgallons used, to establish a vertlMit record ofprotective treatment. If the soil chemical barrier n rthod for termite prevendon is used, final exterior treatment shall be completed prior o final building approve: St Lucie County requires tar the final hispectlon For CO, a Peitnenent anther to be placed ou the eleehrical pawl box cover, 166ng all the treatments and dates of appllcatlarm ® Other Ewtnywau - tstTseatment ❑ Re -treat ® Perimeter for Furl Inspection NOTE. U V There must be a completed form jor each required bee intent or re4 ent and this form trust be on the job site to be picked up by the inspector at dMe of rash inspection or the sehedated irospeeuon w3A fail altd a re-inspectio a fee Charged tt.rmse ttlsen/aa Uan•I, :UUI iL14IFNI,- SUIN�lnitI Mu111-9{q,LllJ N. L PERMIT St Lucile Cowrity Inspections 2300 Virginia Avenue Ft Pierce, FL 34982 (772)462.2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT O O JOBADDRESS— (C/ lVy>~ f7Y_y_OC . _ r-r, -P t E3 , L qa{q.. PEST CONTROL CONTRACTOR sunsl_ate Pest management PEST CONTROL LICENSE # 1509 We, the underJjlq d, hereby certify that we have pretreated the above -described construction for sabterrtnetw termites Itt at:currdaaince rwith the standards of the National �P��,esstt Control) Association. Square feet of area treated: Chemical i used: Percentage of solution: r Q457 $ % TUIOI gaibDnft Wed: Aate of treatmtnnt:1 1 iceTitue of Treatment:-ep"30-' , f] Footing ❑ IstTreatment ® Re -treat ® Slab a IstTrea fluent ❑ Re -treat ® Driveway LJ ist Treatment U Re -treat ® Pools E3 istTreatment ❑ Re -treat N "t 17, FBC104—.6 Cenyw4ts of,Profectlre Treahnene jorprrvrnrlon of rernsfin. A weather red3lant. jobsme posting board ihalr be ptoridrd ro receive duplieare Trearmemt Ceelfecater a1 rach regtdrrd protective trrahaent it coateleted providing a t»py for the person the permit it W-urdro add another copyfor the bat )ding perm! fisex The Treattm cnr Cere*We shal{ provide the produce useC Identity of the appiindar. firne and date of rite treacnent. site Walton, area trrel chemicaf teed, percent concentrar+Jn and number a fgallons used, io astablish a vetiMle record efprotecave treatm eru. if the Boll rhmmkai barnermethodjar urmire yrevemdon u usrt� fiord exterior treatment shall be romplered prior loftnal building approval. St Lucia Cat oily requires for the final Inspection for CO, a Pcrmaneat Sticker to be placed on the elaGicat pmael box cover, listing aU the treatments and dales Oltapplicatimers � tstTreatenent 0 Re -treat U Perimeter for Final Inspection NOTE: There mast be a cawtpleted form jot eaclf required trey Anent re ent sled "form netts! Be on the Job site to be picked mp by the inspector of erne of each inspectio or lice scheda'ed inyspecdan wilt fail and a re•,inspecltio n fee 'chargrd. Rair(eltrm ons . ZrN 2003244460 Parcel 1: DR Boek/Page: 5012 / 1450 Parcel Identification No.; 1423-130-0009-000-7 The North 100 feet of the South 1200 feet -of Government Lot 1, lying East of State Road A-i-A, in the North Half of Section 23, Township 34 South, Range 40 East, as measured at right angles to the South line of said Government Lot 1, as shown on Plat of Survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida. Parcel 2: Parcel Identification No.: 1423-120-0025-000-2 Land situated in the County of St Lucie, State of Florida, more particularly described as: the North 100 feet (more or less) of the South 1600 feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot 1, as shown on plat of survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, which lies Easterly of the Easterly right-of-way line of State Road A 1-A. Subject to any state of facts an accurate survey or personal inspection of the premises might disclose; all applicable zoning ordinances and government regulations; all charges for utilities famished by a municipality which may be or may become a lien on the subject property in accordance with Section 159.17, Florida Statutes; Coastal Construction set back line as set forth in Plat Book 16, Pages 32A-32G, of the Public Records of St. Lucie County, Florida; riparian and littoral rights; the right, title or interest, if any of the public to use any part of the land seaward of the most inland of any of the following; (a) the natural line of vegetation; (b) the most extreme high water line; (c) the bulkhead line; (d) any other line which has been or which hereafter may be legally established as relating to such public use; restrictions and mattes appearing on the plat or otherwise common to the Subdivision, utility easement - Parcel 3: Parcel Identification No.: 1423-130-0002-000/6 1423-130-0001-000/9 The North 100 feet of the'South 1500 feet of Government Lot 1, Section 23, Township 34 South, Range 40 East, lying and being in St Lucie County, Florida, less right-of-way of State Road A-1-A Parcel 4: Parcel Identification No.: 1423-130-0009-000/5 All that part of the North 100 feet of the South I000 feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, # 50096 v1 • # 50096 V1 lying East of the Easterly right-of-way line of Route A-1-A, as measured at right angles to the South line of said Government Lot 1 a shown on plat of survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida Parcel 5: Parcel Identification No.: 1423-130-0007-000/1' - _ The North 100 feet of the South 1100 feet of Government Lot 1, lying East of State Road A-1-A in Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot 1 as shown on plat of survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. .Lucie County, Florida. Parcel 6: Parcel Identification No.: 1423-130-0006-000-4 The North 100 feet of the South 1200 feet of Government Lot 1, lying West of the West right-of-way of State Road AIA, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of Government Lot I as shown on the Plat of Survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, less right-of-way for State Road AlA. Parcel 7: Parcel Identification No.: 1423-130-0003-000-3 1423-130-0004-000-0 The North 200 feet of the South 1400 feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot 1 as shown on Plat of Survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, less right-of-way for State Road AIA. Il��03d�ll�ll��l��l��ll 444Bo OR Back/Page: 5012 _/ 1451 # 50096 v1 - #500%vt BOARD OF COUNTY COMOIS�JONERSetter August 25, 2005 Mr. Ed Lawrence Tricon Development co. of Brevard, Inc. P. O. Box 320637 Cocoa Beach, Fl 32932-0637 Re: Permit # 24050644 Dear Mr. Lawrence: PUBLIC WORKS CODE COMPLIANCE DIVISION I am in receipt of your faxed letter dated August 25, 2005 regarding the above permit. Please be assured that we are processing this as quickly as possible. This permit was submitted to St. Lucie County Permitting on May 14, 2004 and was reviewed by the Building Department and on November 29, 2004 it was sent to St. Lucie County Fire Department for their review. This permit was returned from the Fire Department on August 18, 2005 and was forwarded to the Zoning Department on this same date. The Zoning Department has had this permit for 5 business days and this is not an inordinate amount of time for a review on commercial construction for an approved Site Plan. Please note that the Fire Department has held your plans from November 2004 until August of 2005. The Fire Department review is a separate review and they are a State Agency, separate from St. Lucie County Building Department. The Zoning Department will need the following items in order to issue the above permit. 2 Sealed Landscape Plans (The plans submitted are not sealed) Notice of Commencement (Submitted Notice has expired) Original signed Sub Agreement forms for the electric, plumbing, roof and the mechanical. Zoning Supervisor cc: Dennis Grim Code Compliance Manager Dennis Bunt Asst. Code Compliance Manager JOSEPH E. SMITH, District No. 1 • DOUG COWARD, District No. 2 • PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON,District No. 4 • CHRI5 CRAFT, District No. 5 County Administrator - Douglas M- Anderson 2300 Virginia Avenue • Ft. Pierce, FL 34982 Permitting and Zoning: (772) 462-1553 FAX (772) 462-1735 Contractor Licensing: (772) 462-1672 • Code Enforcement (772) 462-1571 • Inspections: (772) 462-2165 Fax: (772) 462-1148 www.co.st-lucie.fLus FROM : V<TWTYVNLOGADGn3D3D3n p� PHONE NO. 3?'-°7377 Aug. 25 2005 02:01PM P2 TRICON DEVELOPMENT of BREVARD, INC. Mrs. Paula Bushby Aug. 25, 2005 St. Lucie County Building Permits Division 2300 Virginia Avenue FT. Pierce, FL 34982 Re: Building Permit # 24050644 Dear Mrs. Bushby: The review and processing of the above permit application seems to be taking an inordinate amount of time. We submitted changes to the plans in June and for whatever reasons we do not have a permit yet. As you are aware we have been monitoring the progress of our application regularly and in our conversation of today you checked on the status of our application and said that it should be ready by mid next week. You also mentioned that there were a few issues that needed resolve, and as I understood you did not think they were with us, but rather within the County system. We need to start this building in conjunction with other onsite construction so as not to incur costly time delays. Therefore it is with this in mind that we request your assistance in the progress of our permit application so that we indeed may pick up this permit by no later than mid next week. Very truly yours '-Z f' /orr Tricon Development Co.of Brevard, Inc. t�, COUttenaY pkwY Su1te 28, Matc�tt l4.7131 FL sacs 9�5 Ph 321•A63.5S60 pax 321.46S•T�a7 St. Lucie County. Building'S Zoning 'P�OR10p' BUILDING PERMIT SUB -CONTRACTOR SUAL\IAR] i IZlCnau .Ja AM 37r-- wilt be using the following sub -contractors for the OF (Company/Indivi ual Name) C I an LL ,_elf, dAm A./d AT`r�/T"/ project located (Street address 2 b contractors It is understood that if there is any change of statusregarding the participation of any of the su listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade I Name of Companv/Contractor F.l''/IJ� GL�GTie/�iL �/eE5 Electrical '76¢, 5',E•R/Uei4 &O/z JpvR?r Sr. zzlele j& 349,3 St. Lucie County/ State of Florida License Number f-3I F-L %3o01-73& ArL40C, pwm3lu� n ,t-o4 5t 3 Plumbing 21&7 T01-1 lA) Avr-, Al CF'C u�t75*4 6 F,04M r3AY / rL 329�5 HVAC/ &4&rA4L /��T/n� � f%/x aAAzl • ' 18534' Mechanical 701'1 &,w, �4P J�1� D2 ,51E �T �iA-T / FL 341q `7 CAGO P.rG ER �$q/3 '" "'J " 1 Roofing lca r xaci or - I Gas I N/A IFFICE USE ONLY: ISSUE DATE: PERMIT ST. LUCIE COUNTY PUBLIC WORKS y BUILDING & ZONING DEPARTMENT - BUMI)ING PERMIT SUB-0014TRACTOR AGREEMENT St. Lucie County Contractor Certification Number �a�-3 State of Florida Certification Number (If applicable): E G / © / 7 3 <—v have agreed to be the (Company Nammncuviuu a.=,, i cgu bc-I . iOur eF=Q/e/ —J;L Lp � sub -contractor for Jrtmary Contractor) (Type ofTrade) for the project located at (Prciect Street Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned proj.ect, I.will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice (Form. SLCCDV No. 004-00) BUSINESS QUALIFIER . (Name of the Individual shown on the Contractor's License) ORIGI>AL SIG\. ,T1 RRES 4RE REQUIRED DATE SIGNATURE PRINT NAME Business Name: 5. G , Iv Address: City/State/Zip: r `�---r-- Z email: Phone: AUG-24-2005 WED 03:12 PM P. 002/002 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT )gMLAING PERMIT SUIT -CONTRACTOR AGR'BEMENT St. Lucie County Contractor Certification Number: 19285 State of Florida Certification Number(ifapplicable): CFCO2754fi Pi have agreed to be the Plumbing sub-contractorfor .Trieon Development (Type of Trade) (Priiaary Contractor) for theproject located at 4160 N. Highway Al - N. HLtchinsoh Island (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Bijilding and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (form: SLCCDV No, 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES Al2E REQUMED Tim Kane 8/24/o5 SIONATUR2 PRINT NAME DATE Business Name: Atlantic. Plumbing Address: 2167 Julian Avenue, N.E. City/Staterzip: Palm Say, FL 32905 Phone: (321) 728-442..3 email: atlanplvmh@gQ1 _ =M Fax? (321•) 952-1634 ST. LUCIE COUNTY PUBLIC WORKS `'�` gy BUII.DING & ZONTINGDEPARTMENT 0. ;4 ROP BUI DDING-PMUT SUB-coN-TRACTOR.AGREVNMIN SL Lucie County Contractor Certification Number. State of Florida Certification Number (if appticablc): have agreed to be the (Company Name/Individual Name) �p _ 14V, C� sub -contractor for a^:"^'" L V apAnLr `1 - `t�I��Y�/e (Type of Trade) (Primary Contractor) for the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Btulding and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCMV No. 004-00) (Name of the Individual shown on the Contractors License) DAT�— �o Business Name: Address: — City/State/Zip: 9 Phone: �--- 09/14/2005 11:28 7725940894 VEROBEACHROOFTIO,r PAGE 01 r r'71�;+ �.� . �4!T1! tN_OGF76L"t?JDJLJD.JG F'FIDt7E NO, 323.4537� 9aF. :- 'MSi 04:55PM P4 ST. LUCIE COUNTY PUBLIC)VORKS BL!ILDXNG & ZONING DEPARTMENT BUILDING PEMIT 5L3-CQNMACT0R AGMEN%E.NT St Lucia County contractor Certitecatloa Number: State or Florida certi.scadonNumber prapal[uttq: �G 1J2., yG� 1JCvf.,-A2)�1 tave ag eed to be the (Cnrtpany NameMdirldua aRn) suh•contractor for 7RI ow �LVQayR Fat!T bF VR (i vCTsadr)�— (Priunry Conaaaor for the projcct located at &'r s9a^1Z3 -P 3 ckN ,r- o z4z 14z (Project;treet Addr ss er?roperry'ltax M 0) It is understood that, if them is any change of status regarding of r Fa ticipation hvith the above mentianed project, I will i-mmediately a;d•eise The Building and Zceing D> pattment of St. Lucie County by personally filing a Chang: of Contractor notice. (Form: SLCCDV No. 00440) BUSINESS QUALIFIER (Name or the individual shown on the Con>racep s LicKnse) C. L S19NATt 12£rS AM RZOIZIRED S TLMS PRINTNAME AAT Flus:ness Name: ^^vbl t Ino. Address: City!Sute/Zip: Phone: �,8�' 82 stroll , 09/14/2005 11:28 7725640894 VEROBEACHROOFT—m,m PAGE 02 tit FP.�SM V(TWTYIJWOGA[lGRJUJ"::-�-D PHONE hCl. : ''ai"-5377 Sec. :3 2009. 04155PM Pt MOON DEVELOPMENT OF i BREVARD, INC. Y.0.13OX 320637 COCOA WACM n 329324637 P$k CM) 453-530 FAQ (321) 453-7137 CQl`i51i VC ION DEFT. CAr: r /3 zooe;- Ya UfafZ4 /3�s►cfr f /n1 FROtiI,�� pr'" 5 11 ls6tex FAxtr PAGES: (fGV&•Ar RE: _ 4[L%v/UE Go. '-3 rhgset C For Heview 0 Please Gnmmoet Plow* Reply C; t►leaaa ftecyel� • comt6nm: I Pz�s(� frct. •�trs ®ciT ¢ CF,a;c } • ems. i-kI& a zo,w.v'2�''5UPzxvIsox- ZoNrN(:-P b �-m&svT-/Ss'/ve"e� (1) Isr iNsf -I'VW . The Orormef&r. mnraMed it this ida imile contak+s piivsta and p Mlcgad lnkftMz0A the a rgiPt of whic nsy n¢rbo us±d 9/ a.�y �hn� paay ar p;raon. !t you have receivbd rhrs feccimtia in emsr please oanmd ±'icon O.ve%cprnent at (he ohcne !oC2(05t�aa��s. J \E C ST. LUCIE COUNTY BUILDING & ZONING • 2300 VIRGINIA AVENUE FORT PIERCE. 5662 FOR\DP• 5612- FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following dPe Pce inea� p�3PUI LY. ooas- D��z o FAacg• 14423- If30 ec'i-�!R LOT-( 6jFCP(Q,.I23 'row"61-H 345 RALie a of D e A 2 - 3n ocao3-000-3 descripOoNAddress) for which I have applied to St. Lucie County for a Final Development acknolwledge that as this Final Development Permit, BP Number owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate munity WILL NOT be adversely affected. I further drainage so that the immediate com acknowledge that in granting this permit for the development of this property, St. Lucie de for, or ntain in any form, drainage offemy property which will not ad verlsely affect heliadequate immediate community. ��ouE D�Vt=LoPnn��• o ert Owner 5i�rtature Date Property Owner Name rp y STATE OF FLORIDA. COUNTY OF ma 9AP S� diP/�O n..�P✓ .20�5 ACKNOWLEDGED BEFORE ME THIS � t`Z- � —DAY Q ME WHO IS PERSONALLY KNOWN TO ME_ WHO HAS PRODUCED AS IDENTIFICATION. U I SIGNATURE OF NOTARY v NOTARY PUBLIC TITLE BRENDA A. KING _ Notary PUDIC - State of Florida M/Commissbn 6y6PsJun 22, 2(p5 Commission 9 DD013764 Ij TYPE OR PRINT NAME OF NOTP R (SEAL) COMMISSION NUMBER EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 2701618 OR H,�--N 2352 PAGE 172, Recorded 09/06/2005 — N 09:11 AM Tait wme Pwpamd 9y. AdLvt peamilNn Tu Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTYOF THE UNDERSIGNED hmaby Sims nod=that imprn will be made to eavio oml pmp.., ad in aaaordanc With ChM=713, Florida Sumtm, the faUawme infemm(® is pmv(dad in this Notice ofCatmncoa L 1. Dmviption ofpwpmry. 0eeegggddddes=ptkaafpmpm.mdmeeaddtessifav61abte) Q,o( 1�fC,03 �y,�r5�,.p.{3t}S.C. 4OE Qgr�el lai�.3-12.0-IXt�S�boo-a, 2.G m1dea pem`Yfm(pvmm�nenc0O1-COD/9. 'el i'4p-3 o-Ow3-oco-3 �Pc�S)^-rC+i[r� oCsu�le Skx`I c�F�`de "'v1+� f'oaF-+ep i�nrrs C•tcar.i� Po�tg"e . 3.Ow»Q m(mmuic �a Novo aodaddret (�•-�z.selotof+�s{ -1 1-TIC . b. lotenat in pmpaly. t--ee 6,f Plc n Name and add= of (caimple dtleholdm (Uatha than owow): 4. L N=andadd= -rr;ca 4D�laP� (�q a �%F -U' lPn Fl .. b. Phca m®bc aa5 n • ca rtK PA py"c -1 5 -A% ry`nsc+ n Fu m®bm (oPdanal lfsmmice by fu is =M ble): 3a1 -'453 'S7ulo0 1 �-I.a3-3tol Ff S: Surmy L Name and admm: n I b. Ammmt of bond S n Fhac number. d. Fa--(apdaoal. ifmic by fu is ampub4 6. Undm A Name and addm= b. Phaoe ar®b¢ a Fu uumbm(opdoul ifsmrie by fu c repmble): 7. Femas within the StawafF)cida dasipaw by Owner up= wham nod= c othc d=m maybes cdm pmridodbyS®713.13(I)(a)7., Floida Smmtm: L Nameaod addws(IYY.,r+CC. 9,0S, 16&4 QaC7o h Paeenmobc a Fox I (epdo.4 if=vim by fm is amspuble): 8: w addict®w himsd[ t7,snedmi®ratm the fodowivi ymam(s) w rraar<a copy o[the Lieoors Node m prniMd w Sadm 7I3.13(lxb), Florida Stamtm: L Name and addmm b. Ph=w=bw.. e Fu aumbaftdoa+l. if=vie by fu is a aecpuble): 9. Egi xioa daw ofaodco o(r t(the aspi dw claw6 1ym form the dueofleeldlnR -le=a difr=1 duo it apa:w4 Sw owsndsubsmacdbcfmmeby fM..rt� Sipanaeofow V old4 who it oamnlM Wotan wrne arpladtmd mAt,n� l�i9Ya m wondfiatio4, and who drd _take. Owndaame N co Ibn d_dayaf l9_ ..� ,�//JJ Address 07 SipamcafNatuy��70 (� S�f7f7.'n'tLY „w..w„ BREIOALA0.W9 himdN=dblcw�� r, ?Z5� Ca®mina NoIF� irariw�„y"Z� SEAL ConniaMOODtld9d1 MtlY NII+a11 Aa ...a...w_ RRENIUILADIk6 IHE aD-' STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY 7HHIS IS A TRUE ANDCORRECYC�dF OFTHE ORIGINAL RT By: Dole: —14vI'm f NOTICE OF COM\1FNC - ENT Tax M = _ permit No. County Of State Of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real propem' 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of property and street address, if available ( 0'T I 5'=. = l " vw �r�o�t93•—+30—cc�1— \ General desorption of improvements Owner I - 'Jfc�J 77e1�L Address Z5 AP,ov Ownei s int est in site of improvemt b N W LD Cz 10 10 01 Y 0 0 m sCD 00 Fee Simple Title holder (if other than owner) `A-M� and in accordance tyith Chapter Address r r` Phone # 32i-45�-53� Contractor �'r2-x I L J Y=ZUPM m � � .T T tl 37F15 2 _ Fax # Address 125 N• ��+z7 y �" Phone # Surety Fax #_ Address Amount of Bond S Phone # i.ender Fax #_ d whom notices or other documents maybe served as provided by Persons within the State of Florida designated by Owner upon Section 713.13 (1) (a) 7., Florida Statutes: Phone # 321-453-531a0 Name AJ21 5 Fax# Address 2-5 0.1, CQVtJil-�FiG ( Phone # 35 -d53-S3loL� iiLllCn7 DEiJ, sr Pi In addition o himself, owner designates a Lin 1< 0 pnaI of Fax #321-4S3 to receive a copy of the Lienor s Notice as provided in Section 713.130)(1)), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. (Date) OWNERS SIGNATURE STATE OF FLORIDA, COUNTY OFPt, rn ^ f5 who is personally ]mown to me or Acknowledged before me tlu'`i�BD, day ofQrr--'.d- ' Z09E1by — who has produced as identification. STATE DF FLORIDA ST. L•UCIE COUNTY THIS_I,STOCERTIFYTHATTHIS I S A TRUE -AND CORRECT COPY OFTRE ORIGINAL. JOANN HOLMAN, E By Date D (seal) SIGNATURE OF NOTARY - TYPE OR PRINT NAME 9P NOTARY BRENOA A. KING NOTARY PUBLIC TITLE notary Public -State of Florida COMMISSION NUMBER StyCgmm :-.cn F.;,;rns Jur.22, 2005 �.ommiss;on # DDOt37B4 01 BLDG � Parcel 1: Parcel Identification No.: 1423-130-0005400-7 — (BLDr— A') The North 100 feet of the South 1200 feet of Government Lot 1, lying East of State Road A-1-A, in the North Half of Section 23, Township 34 South, Range 40 East, as measured at right angles to the South line of said Government Lot 1, as shown on Plat of Survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida. Parcel 2.- Parcel TiNultification Nam,: 1423-120-0025-000-2 Land srtuated`in "the County of Sf Lucie, State of Florida, more particularly described as: the North 100 feet (more or less) of the South 1600'feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot 1, as shown on plat of survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, which lies Easterly of the Easterly right-of-way, line of State Road A-1-A. Subject to any state of facts an accurate survey or personal inspection of the premises might disclose; all applicable zoning ordinances and government regulations; all charges for utilities furnished by a municipality which may be or may become alien on the subject property in accordance with Section 159.17, Florida Statutes; Coastal Construction set back line as set forth in Plat Book 16, Pages 32A-32G, of the Public Records of St Lucie County, Florida; riparian and littoral rights; the right, title or interest, if any of the public to use any part of the land seaward of the most inland of any of the following: (a) the natural line of vegetation; (b) the most extreme high water line; (c) the bulkhead line; (d) any other line which :has been or which hereafter may be legally established as relating to such public use; restrictions and mattes appearing on the plat or otherwise common to the Subdivision; utility easement. Parcel 3: ParcelIdeatif�cation No : 1423-130-0002-000/6 1423-130-0001-000/9 {PJLDG_ 6� Si D4 • c- The North 100 feet of the So —r500 Me—f of,Government Lot 1, Section 23, Township 34 South, Range 40 East, lying and being in St. Lucie County, Florida, less right-of-way of State Road A-1-A Parcel 4: Parcel Identification No.: 1423-130-0009-000/5 — (aLDer, A) — 6151-DG, F ) All that part of the North 100 feet of the South 1000 feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, n sonss V1 - n 50096 vt lying East of the Easterly right-of-way line of Route A-1-A, as measured at right angles jo the South line of said Government Lot 1 a shown on plat of survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida Parcel 5: Parcel Identification No.: 1423-130-0007-000/1- (r3u; A) (i3toa. bi )-(OtpG, �E `� The North 100 feet of the South 1100 feet of Government Lot 1, lying East of State Road (far • �.) A-1-A in Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot I as shown on plat -of survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida Parcel 6: Parcel Identification No.: 1423-130-0006-0004 The North 100 feet of the South 1200 feet of Government Lot 1, lying West of the West right-of-way of State Road AlA, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of Government Lot 1 as shown on the Plat of Survey of said Section 23, recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, less right-of-way for State Road AlA. Parcel 7: Parcel Identification_No,: 1423-130-0003-000 3 - (t3i.vr.• bLDG 1423-130-0004-000-0 The North 200 feet of the South 1400 feet of Government Lot 1, in the North 1/2 of Section 23, Township 34 South, Range 40 East, St. Lucie County, Florida, as measured at right angles to the South line of said Government Lot 1 as shown on Plat of Survey of said Section 23 recorded in Plat Book 8, Page 21, of the Public Records of St. Lucie County, Florida, less right-of-way for State Road AlA. is 50036 v1 - '# 50096 v1 ,_Property Appraiser - St.Lucic ^ unty, FL Page 1 of 1 r- Oceanique Development Cc Inc Record: 1 of 1 Property Identification Site Address: TBD Sec/Town/Range: 23 :34S :40E Map ID: 14/23N Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print �pCIF Parcelo: 1423-130-0001-000-9 `a1 boy Account#: 8274 y Land Use: Vac Res ` City/Cnty: ST. LUCIE COUNTY Ownership and Mailing Owner: Oceanique Development Cc Inc Address: PO Box 320637 Cocoa Beach FL 32932 Legal Description 23 34 40 N 100 FT OF S 1500 FT OF GOV LOT 1 LYG E OF A7 A (1.19 AC) (OR 1824-626) Sales Information Assessment TRIM Total Land and Building Date Price Code Deed Book/Page 2005 Val: 1126900 Land Value: 1126900 Acres: 1.04 8/7/2003 100 03 OC 1824/0626 Assessed: 1126900 Building Value: 0 10/1/2001 865000 02 WD 1440 / 1962 Ag.Credit: 0 Finished Area: 0 SgFt 1/1/1900 0 / Exempt: 0 Taxable: 1126900 TotalTax: 23880.48 -ID I f �71 [H t. 13�7 ZTi Lil l W � I Na .Sket-Ch Available Exterior Features View: - RoofCover. - RooiStruct: - ExtType: - YearBit: Frame: - Grade: - EffYrBlt: PdmeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHt/FI: 1/2Ba1h: HeatFuel: - Prm.Flors: - %A/C: % Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Oty. Units Qual. Cond, YT611. No. Land Use Type Measure Depth 1 0000-Vac Res 290 -Front Ft 105 430 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=142313000010009 8/22/2005 Property Appraiser - St.Lucie "zunty, FL . Page 1 of 1 PROPERTY RECORD CARD Oceanique Development Co Inc Record:1 of 1 <4Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �OCIE Site Address: TRD ParcellD: 1423-120-0025-000-2 Sec/Town/Range: 23 :34S :40E Account#: 8272 h, Map ID: 14/23N Land Use: Vac Res ` Zoning: City/Cnty: ST. LUCIE COUNTY.. ^o,„,rA Ownership and Mailing Legal Description Owner. Oceanique Development Cc Inc 23 34 40 N 100 FT OF S 1600 FT OF GOV LOT i LYG E OF A1A (1.17 Address: PO Box 320637 AC) (OR 1824-626 : 2049-1397) Cocoa Beach FL 32932 Sales Information Assessment TRIM Total Land and Building Date Price Code Deed Book/Page 2005 Val: 1122300 Land Value: 1122300 Acres: 1.01 8f7/2003 100 03 QC 1824/0626 Assessed: 1122300 Building Value: 0 4/15/2002 2000000 02 WD 151910924 Ag.Credit: 0 Finished Area: 0 SgFt 10/1/1981 0 01 CV 0512/2270 Exempt: 0 10/1/1981 73333 01 CV 0433 / 1656 Taxable: 1122300 4/1/1974 100000 00 CV 0227 / 2195 TotalTax: 23782.98 BUILDING INFORMATION n No Sketch Available Exterior Features View: - RoofCover. - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHt/FI: 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: % Heated: % Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBll. No. Land Use Type Measure Depth 1 0000-Vac Res 290 -Front Ft 105 420 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=142312000250002 8/22/2005 Property Appraiser - St.Lucir; ^-unty, FL Page 1 of 1 PROPERTY RECORD CARD Oceanique Development Cc Inc Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 1OCIE g Site Address: 4160 N At PafcellD: 1423.130.0003-000-3 Sec/rown/Range: 23:34S:40E Account p: 8276 y - Map ID: 14/23N Land Use: Vac Res Q" Zoning: HIRD - CO City/Cnty: ST. LUCIE COUNTY '�k- Ownership and Mailing Legal Description Owner: Oceanique Development Cc Inc 23 34 40 N 200 FT OF S 1400 FT OF GOV LOT 1 LYG E OF Al A (2.49 Address: PO Box 320637 AC) (OR 1824-626 : 2049-1397) Cocoa Beach FL 32932 Sales Information Assessment TRIM Total Land and Building Date Price Code Deed Book/Page 2005 Val: 2278200 Land Value: 2278200 Acres: 1.97 8/7/2003 100 03 QC 1824/0626 Assessed: 2278200 Building Value: 0 7/25/2001 1025000 02 SP 1422 / 2768 Ag.Credit: 0 Finished Area: 0 SgFt 3/15/1999 1200000 02 WD 1209/2012 Exempt: 0 8/14/1991 1350000 02 WD 0751 /2681 Taxable: 2278200 6/1/1983 0 01 CV 0405/0649 TotalTax: 48278.02 12/1/1981 442500 01 CV 0368 / 0841 1211119B1 442500 01 CV 0368/0839 BUILDING INFORMATION ❑x No Sketch Available Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: EffYrBll: PrimeWall: - StoryHght: - No.Units: SecWall: - Interlor Features BedRooms: Electric: - PrminlWall: " FullBath: HeatType: AvgHVFI: 1/26ath: HeatFuel: - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0000-Vac Res 290 -Front Ft 215 400 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=142313000030003 8/22/2005 This instrument prepare Philip F. Nohrr, Esq. Gray, Harris s, Robinson, lano W. Hibiscus Blvd.. Melbourne, FL 32901 I l_ I p . IIIIIIIII��II�IINIfaI�NlNII INNN�IN I��I�Nlllll�ll CFN 2003244460 08-11-2003 04:05 m d by, OR Book/Page: 5012 / 1449 P. A. •` •- .. Suite 136 SCANNED �UC1B2(G'(iUPiQ1 QUIT CLAIM DEED iAA+- /X(l THIS QUIT CLAIM DEED, .executed this 2• H `day of-J, 2003 by Maurice Kodsi, individually and as Trustee, First Party, whose address is Post Office Box 320367, Cocoa Beach, Florida 32932, and Oceanique Development Company, Inc„ a Florida Corporation, Second Party, whose address is Post Office Box 320637, Cocoa Beach, Florida 32932: mama used herein the (am Tint Party' and "Second Party' include all the partlea to thlslnetrumenr and the heha, legal sepresentatives and assigns of Individuals, and the successors and assigns of corporations). WITNESSETH: That the said First Party, for and in consideration of the sum of $1.00 in hand paid by the said Second Party, the receipt whereof is hereby acknowledged does hereby remise, release and quit -claim unto the said Second Party forever, all the right, title, interest, claim and demand which the said First Party has in and to the following described lot, piece, or parcel of land, situate, Iyiag and being in the County of St. Lucie, State of Florida, to -wit: SEE EXHIBIT °A' ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE TO HAVE AND TO BOLD the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said First Party, either in law or equity, to the only proper use, benefit and behoof of the said Second Party forever. IN WITNESS WHEREOF, the said First Party has caused these presents to be executed on the day and year first above written. WITNESSES: ,,Z UAL WIWASs sig�ntt ture ? printed Witness printed name STATE OF FLOIRDA COUNTY OF BREVARD urice Kodsi, individually and as Trustee Scott Ellis Clerk Of Courts, Bfevard County #Pgs:3 #Names:2 Trust: 2.00 Rec: 13.00 Serv: 0.00 ^- 0.70 7XC160:0.00 Mtg: 0.00 At Tax: 0,00 The foregoing instrument was acknowledged before me this g ''day of , 2003 by Maurice Kodsi, individually and and Trustee, who is (V<Personally known to me; or ( ) provided a Florida drivers license as identification and who ( ) did ( ) did not take'an oath. My Comrnfssion ei-.c-pires: j •.; BRENDA A. KING Notary Public - State of hodde ^ y r MyCarnmYsa SgYeeJIM2g.2G06 Commission F D0013754 # 50075 v1 J1 �► ��- �.. d• Notary