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HomeMy WebLinkAboutSUBMITTED PAPERS_1%r OFFICE USE ONLY: DATE FILED: PLAN,REVIEW FEE: . ij'D RECEIPT NO.: PERMIT NUMBER:����� CONCURRENCY FEE: all , RECEIPT NO.: _ CERT. CAP. NO.: ., ALL INFO MIDST BE COMPLETE &]FILLED IN TO BE ACCEPTED PLANNING- & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION Q(� 2300 Virginia Avenue ��W Ft. Pierce, FL 34982-5652 772-462-1553 .Y A. V. �^xy��ii��Y S� .°3,�" .•.inn-rr'i �5=,'. . ,VP�iI� V A1PPLICAr1�TI0N rr B g�� 1[G�MIT . - CERTIFIFICA TE of CA.PACITY/ZONIN(G COMIPLIANCIE PROJECT1(NF®F.1dIATION -- � _ Will- 10179 i��ns Ne � we Ln T-n*er 15 �� 3�1�71 fZ( t- Cal 1. IOCATION/SIT'E ADDRESS 6 � — - 2. PROJECT NANIIE•-I 3 )'� S TE PLAN NAME: 3. PROPERTY TAX ID #: - ' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): OL 5. PLAT300I: 6. PltACiE NO. 7. 31-OC,<. NO. 8. LOT NO. � 9. PARCEL SIZE (ACRI?S/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:C Ilo'--) J rL Ir LJ'sJ �L�lr _I 011. SETBACKS (ACTUAL) FRONT: BACK: 1 V RIGHT SIDE: � LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION 11 rRESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTIIER (SPEC FY) 13. DESCRIPTION OF PROPOSED USE: 14 16. SQ. FT OF CONSTRUCTION.( 15. SF. FT 1st FLOOR; VALUE OF CONs'T.RIJC'TIION: $ 2-qo ow The value of COD$$ -action is used to oetcnnine 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: t is dentcnstrat x1l Iimt the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV k'orim No.: 001-b2 UPDATED 6/25/09 1Gc. voLue OWNER IMFO MATRON t NAME: LLa Lhru �LAy�lf2� Cfro!" fTAti Ll__C ADDRESS: CITY:STATE:la ZIP: PHONE (DAYTIME): Email: (_y" IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ION STATE: ST. of FL REG.CERT #: C_KS ZU-11 BUSINESS NhME: W� U� QUALIFIERS NAME: L L l r (> ..� � U lkt`b�t, _- 9 ADDRESS: -S (�%y 1 C W V- �7 CITY: 'Tr fjJ� A 1 STATE: 'r— L } 7ZIP: /& P PHONE (DAYTIME): c5 ( (� �q � "Ir q31 FAX NO,=� Email: �`l�/�N�12�t5 05 i 0A-T �la� gco[— r3--I- 3g51 �'_' ke ARCHIT/ET4GINE.rk: -hLxq- ,,p c CM ADDRESS: q-L USS C _[. (L CLC CITY: VB 11t L STATE: L ZIP: r;V6S PHONE (DAYTIME): (el -ji (-o((,I BONDING COMPANY: of k ST. LUCIE COUNTY CERT #: ZIP: ADDRESS: CITY: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: ZIP: IMPORTANT NOTICE: Wheig. a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by maull. his application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, 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, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The followirg buildin *, 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 4 A O R OR CONTRACTOR SIGN URE STATE OF T"LORI j� COUNTY OFYI V The foregoing instrument was acknowledged before me this day of OIA U by A I t_(who is personally known tl/or mas produced Signature of Notary Commission as identification. SAY COMMISSION # DD947707 EXPIRES December 19, 2013 TURE F FLO A OF � & The foregoing instrument was acknowledged before me I.his6?t-9day o , 20 /a , by who is personally known or has produced as identification. Signature of NotfiW NOTARY PUBLIC, STATE' OF FLOMA !Cmberly Jo Ho ConraYuission '' #DD9Y1�) •,.,; Expires: DULY 26, 2013 DONDSB THRI7 ATLANTIC BONDING CO., INC. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUllli,I RI TG PFRN1F]i' ,k AXi OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT IVILL BE REQUIRED FOR A LI, OWNER/BUILDER APPLICANTS. Foir cperific instructions see appropriate permit checklist. r- OFFICE USE ONLY i' SECTION TOWNSHIP -ail RANGE I MAP NO. u ZONING + ) LAND USE FIRM MAP # TYPE- _ F -- -- -LOT CVG —1 sr FLR EL�i— =:MAX_000UP- - - -:#-OF-FIRS- FLOOD ZONE., - - - - - C�NST TYPE SEWER SPRINKLERS STORMWATER WATER LOT OF REC After 111990 - - LOT SPLIT -REQUIRED -- LOT SPLIT -APPROVED - -- LOT OF REC -Before 111990 — -- --- 103 HABITABLE AREA RADON FEE _PERMIT FEE -REPORT - CODE LIBRARY BRACTIMPACTFEE FEE PUBLIC BID CORRECTION PUBIC BID DAPACT FEE GENERAL �/. ✓E PARkS FACT SCHOOL BRACT .FEE � ROAD IMPACT FEE .. � CREDIT Y N LAW ENF IIvI PACT FEE FIRE/EMS IMPACT -FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED I / MECHANIC V ROOF v ELECTRIC V' GAS PLUMBING __�z NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTED. ZONING REVIEW SUPERVISOR REVIEW . PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED . �Z DATE _COMPLETED V [INITIALS pabc� put :. � ,o3 U.S. DEPARTMENT OF HOMELANDSECURIK� ''ELEVATION CERTIFICATE- l OMB No.1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name REEL DEAL VENTURES CAPITAL LLC Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 'Company NAIC Number 10177 & 10179 S. OCEAN DRIVE (BUILDING F) City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PARCEL G ENGLAR PLAT BOOK 7 PAGE 13 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N27 16 28 Long. W79 43 41 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B AB. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No: - d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State UNINCORPORATED AREA 120285 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111 C0314 J Date Effective/Revised Date Zone(s) AO, use base flood depth) 2/16/12 2/16/12 AE 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 94-87-A05-2Vertical Datum NGVD 1929 Conversion/Comments � Check the measurement used. e�0 a) Top of bottom floor (including basement; crawlspace, or enclosure floor) 9.0 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 20.44 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) n/a. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) n/a. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.5 ® feet ❑meters (Puerto Rico only) (Describe type of equipment and location in Comments) �r f) Lowest adjacent (finished) grade next to building (LAG) 7.3 ® feet El meters (Puerto Rico only) Q� g) Highest adjacent (finished) grade next to building (HAG) 7.5 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name ROBERT BLOOMSTER JR. License Number 4134 Title PRESIDENT/OWNER Company Name BLOOMSTER PROF. LAND SURVEYORS, INC. Address 6411 NE SPENUR STREET City JENSEN BEACH State FL ZIP Code 34957 1 .54 4 Vi; 1 Signature��r��-� Date 1M7/13 Telephone 772-334-0868 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions 1 IMPORTANT: In these spaces, copy the`_ �sponding information from Section A.,, For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. .� Policy Numbi r 10177 & 10179 S. OCEAN DRIVE (BUILDING F) City JENSEN BEACHState FL ZIP Code 34957 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communityofflcial, (2) insurance agent/company, and (3) building owner.' Comments AC IS ON LEFT SIDE OF RESIDENCE. THIS SITE WAS PERMITTED UNDER NGVQ PRIOR TO THE NEW MAPS ON FEBRUARY 16, 2012. re Date 1117113 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the iowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ' ❑ feet ❑. meters ❑ above or ❑ below the HAG.. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is El -feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number, is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AOmust sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The.'local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and•�, of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. tj ; The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who " isauthorized bylaw to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A`community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. El The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number,'.-,. G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancylssued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement . G8. Elevation of as -built lowest floor (including basement) of the building: [],feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name' Telephone y , Signature 1r — Date Comments ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions ELEVATION CERTIFICi U.S. DEPARTMENT OF HOMELAND SE,CV Federal Emergency Management Agency, 'L National Flood Insurance Program 'Al. Building 4 Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION REEL DEAL VENTURE CAPITOL OMB No. 1660-0008 Expires March 31, 2012 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. M tt a. 10177 & 10179 SOUTH OCEAN DRIVE �r.�� City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A PORTION OF PARCEL "G" AND PARCEL "H", ENGLAR PSURVEY PLAT, PLAT BOOK 7, PAGE 13 AS RECORDED IN ST. LUCIE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27°16'39 9" Long. 80°12'32.2" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 b A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace-or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State ST. LUCIE COUNTY UNINCORPERATED 120285 ST. LUCIE I Florida AO, use base flood depth) 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 94-87-A05-2 ELEV= 3.05 Vertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.60 ®feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 19.04 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) ' NA. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building Z.93 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5.55 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 5.75 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including NA. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the information on this Certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name Alexander J. Piazza License Number 6330 Title President Company Name Alexander J. Piazza PSM, Inc. Address 619 SW Biltmore Street City Port St. Lucie State FI ZIP Code 34983 Signature FEMA Form 81-V, Mar See reverse side for continuation. Replaces all previous editions - e Alexander J. Piazza, PSM, Inc.. Q, Surveying • Mapping • Consulting Reel Deal Venture Capital March 21, 2013 Attn: Mike Francescani 19 Bay View Road Tequesta, FL 33469 Re: Vertical datum conversion for 10177 and 10179 South Ocean Drive in Tradewinds located in.Jensen Beach, Florida. Permit No.: 1202-0040 Dear Mike: The vertical datum conversion factor used to convert National Geodetic Vertical datum 1929'(NGVD 29') to North American Vertical Datum 1988 (NAVD.88') for the above address is-1.48'. An example would be as follows: 9.0.0 NGVD 29' -1.48 conversion factor 7.52.NAVD 88, Sincerely, ALEXANDER J. PIAZZA PSM,,INC. Alexander J. Piazza, PSM President 619 SW Biltmore Street, Port St. Lucie, Florida 34983 Tel: 772.340.7770 Fax: 772.340.2250 Email: alexanderpiazza@ajpsurvey.com Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:]A 4-0ou JOB ADDRESS: j a I BUILDER/CONTRACTOR: ESl f PEST CONTROL CONTRACTOR:C'°--- PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 2,5e/7/7 Chemicals used: Percentage of solution: I 41'1� Total gallons useriv I I Date of Treatment: -jad Footing 1't Treatment Re -Treat Driveway 15t Treatment Re -Treat Other 1" Treatment Re -Treat Note: There must be a completed form for each required site to be picked up by the inspector at time of each inspe fee charged. Time of Treatment:o fr Slab 15t Treatment Re -Treat Pools for Sig nafure of erminator nent or re -treatment and this form must be on the job or the scheduled inspection MY fail and a re inspection FBC104.2.6 Certifrcate:of Protective Treatment for prevention of termites. A weather resistant jobsite pos[rng board sl�a// be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, pro v/ding a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemica/ used, percent concentration and number ofgallons used, to establish a verifiable record of Protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. RECEIVED FEB 2 0 2013 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30 - Day Temporary Power Release Date: I IhLk Property Address: (-Jol-A) < !or?? Permit Number: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, ,FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENTS IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above state purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100 will be required to lift the Stop Work Order, WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. ER SIGNATURE ZCo E CONTRACTOR S G1V�RE NOV 3 0 2012 DATE L CONTRACTOR SIGNATURE DATE St. Lucie County Building and Zoning Department Requirements for 30 Day Power for Testing I. Form entitled "Request for 30-Day Temporary Power Release" must be fully executed and posted in the Building Department record files prior to inspection. II. Inspection Requirements: / 1. Address numbers shall be posted per county Ord. No. 7.05.09. ✓ / 2. All entrances, exits, windows and garage doors must be lockable. ✓ 3. All circuits on exterior shall be terminated in a box with weatherproof cover. The same applibs to a disconnect. If circuits are at or above 7'6" from grade they may be capped with wire nuts and taped. / 4. All breakers must be installed. Any blank space must be closed by a breaker or approved✓ filler plates. 5. Interior Wiring: All receptacles, light fixtures and fans must be trimmed. Any fixture below '✓ 7'6" from the floor or mezzanine that is not available at the time of inspection must have an Inviso plate installed. Fixtures at or above that height may be capped with wire nuts and taped. 6. All smoke detectors must be installed•V 7. Kitchen cabinets must be installed; any exception for special conditions or circumstance must have an approval prior to scheduled inspection. 8. Sewer and water connections must be complete. Only well pumps are excluded from this x requirement. 9. Exterior construction must be complete and weather tight, including stucco, siding, roof and V/ soffit. 10. Permit work shall be substantially completed except for back orders, paint on exterior, carpet and/or floor covering, pumps, air conditioners and driveway. MASCO Contractor Services Gale Insulation INSULATION INSTALLATION CER'I'MCATE B ADDRE ^=>v 2' I.L":..1 _ tit 4t ;:7'u'1��:�'�i PERMIT `•' • i • The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1.Exterior CBS walls has been insulated with ZTT to a thickness of inches, which according to l=i Fpik C6 . will yield an "R" value of 4,1 '' .ali3unS CO'�tii� j Exterior frame walls has been insulated with to a thickness of t-Xi'mches, which according to QWt;%ogwill yield an "R" value of 19 2. Ceilings (flat) has been insulated with will yield an "R" value of to a thickness of inches, which according to Ceilings (vaulted) has been insulated with JV&U rp tin to a thickness of :S• Kinclies, which according to will yield an "R" value of 1 & ® 3. interior knee walls has been insulated with to a thickness of inches, which according to will yield an "R"•value of 4. Garage partition walls adjacent to conditioned living space has been insulated with a fiberglass batt to a - thickness of inches, which according to will yield an V value of DE pl-13s OTig I�, General ContractorA3uilder 4�ture anon Con tors Signature License# COCIS12179 THE AFFIANT, iS PERSONALLY KNOWN TOME Sworn to and subsc- fore me this 1(Lµ' day of Sti?orlPmlaEt- 201 �. , gtsyeiy111A CARRtoN MY COMMISSION 9 EE 142935 Notary Public, State of Florida iQJ4�SL�. •� sanded Thm EXPIRES: Pubk U d enders 3601•A CROSSROADS PARKWAY • FT. PIERCE, FL 34945 FT. PIERCE (772) 465-9191 • VERO BEACH (772) 589.1 514• STUART (772)' 283-3161 9 FAX (772) 489-6758 . � G Y() - j� MASCO r Contractor Services INSULATION INSTALLATION CERTIFICATE \51 Gale Insulation BUILDER, GO beAl-Veh JOB ADDRESr• PERMIT #: J C' LOT/BLOCK: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1.Exterior CBS walls has been insulated with &A�y to a thickness of 3 inches, which. according to R ° t CD . will yield an "R" value pWzK Wrhin5 Exterior frame walls has been insulated with P� a -I -A- to a thickness of winches, which according to iehG th kt,1vill yield an "R" value off. 2. Ceilings (flat) has been insulated with to a thickness of inches, which according to will yield an "R" value of Ceilings (vaulted) has been insulated with S 1ed to a thickness of S , 2Linches. which according to will yield an "R" value of �, 0 3. Interior knee walls has been insulated with to a thickness of inches, which according to will yield an IV -value of 4. Garage partition walls adjacent to conditioned living space has been insulated with a fiberglass batt to a thickness of inches, which according to will yield an IV value of General ContractorBuilder Insulation Contractors Signature License # CGC1512179 .gnature THE AFFLANT, - IS PERSONALLY KNOWN TO ME Sworn to and subscribed before me this q da of Cp b 3 fr 201 �' . .m..� �— y ��L....._ ,,,,,.., uUcu�lorl ter _ - = MY COMMISSION M EE 142935 Notary Public, State of Florida ' •• �a : so„ad IVO N Pugs u'nd � 3601-A CROSSROADS PARKWAY • FT. PIERCE. FL34945 2"`_ FT. PIERCE (772) 465.9191 • VERO BEACH (772) 689-1514 • STUART (772)-283-3161 • FAX (772) 489-6758 DATE, I TICKET ; ;T CLASS CeNSTRUCTIum, aic. I.0.(69 a0Y11, DRIVE-. ' ':3 QUANTITY' ORDERED ITI En,TRI ir Y. LBERGCEMENTGroup �� �a Cinenr ri•dMaterials Inc. 1745166 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 y = Tel: (954) 858-0780 CAUTIONI I Freshly mixed cement, mortar, UNLOADING' Drivers are prohibited* r concrete or groM-may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his` cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust, the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye -or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose -(,acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 6/1 7 -4 the products sold by Continental Flor a I undAfand'and agree to the terms on ad at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request.a both thetifrdnt and back of this ticket. W ', TOTAL iser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED START POUR TIME FINISH POUR TIME LEAVE JOB TIME 1 RCHASERSAGENT P.O. NUMBER ORDERED BY 0 9 A 7 6 � 4 � 9 1 " PURCHASER/ ' PURCHASER'S AGENT ZONE , � JOB NUMBER , . 1TMETICI(EtED "^ DELIVER TO Concrete Disposal: yas - QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED DELIVERED CODE MEASURE PRICE PRICE 4-7 `:t7c-fk4 H iL,t Plant # Slump Due at Job Use of Concrete SUB T DTAL i t j Air Entrain 'Super Plas. Driver s Name TAX, ❑ CONCRETETESTED !# t3,(id TOTAL ' y Instructions CUSTOMER a 1. WARRANTY:"The materials sold by Cor d Florida Materials Inc. (hereinafter "6ntinentaF) are wa d for 1 year from the date'of delivery to be free from defer material. This warranty fs exclusive and _ ;u of all other Warranties (whether wriill oral or implied) ding any warranty or merchantability or fitness for any parti purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon del and before installation to discover any defects; latent or otherwise, and Continental 61 not be liable for and other damages including, but not limited to incidental, Intl cotrsequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agree: no claims may be -flied under this warranty unless and until any indebtedness to Contiliesmtal is paid in full. 2. E.�.XQW;alVE_.R.EMEDY: Purchaser further,agrees that its exclusive remedy against Continental in"the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses result of'breach by Continental of any and all of the foregoing.express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or stat violation by Continental, shall be limited -to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purr} agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compense special; delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attc fees or costs incurred by the purchaser iri'connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreer breach of the express or implied warranties delineated. above, negligence,'strict liability or other tortious conduct committed by Continental in connection with its sale to purchaser's use of goods( materials'dr services.sold by Continental. 3. DlJE DATE: Payment for 11 credit sates is dp6 by the 10th of the month following the purchase date. The' Purchaser agrees that all past due accounts will -accrue interest at per month,. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' -fees and costs of coliectionlincurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankre "arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concret, 6. DELI ERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchase? is suitable for such delivery and Conlin may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. •The Purchaser shall be responsible for all costs and damages Inc where adequate access for delivery cannot be obtained. 7. kJ_N_6 ENDED..DEt tVE_R...Y SITE: Where delivery of products isto be to•an unattended site. Continental will not be liable for any loss or damage to products, property or for unsi delivery tickets: 8. DELAYS: Continental shall not be, liablefor any delayin delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equip breakdowns, industrial stoppages or shortages of,rawmaterials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part c -crde asContinentahis ab�e_to deb.=ee-end"the !'rrehaser"shall-payforthepart.delivered uro rat at -the. same -rates -as the_whole.of:the,otder.agceed to-bQ-sold.and.the same 1 of'payment. — - = ----- 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance wit Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies. of the delivery ticket signed by the Purch Invoice charges will be based on the quantities of products shown to be•supplied as per the delivery ticket. Any.claim for alleged short delivery of products must be made in w with.inz�even (7) days of delivery; otherwise it will be accepted by' Purchaser and in the absence of any' claim the Purchaser shall be liable to pay for the full quantity of pro =listed on the Continental delivery ticket. 10.M1NIMUM LOAD CHARGE: All prices quoted are. based on loads of not less than five yards. There will be a short load charge on each delivery,'less than five yards. One call without'charge will be allowed on pours exceeding ten yards. 11 WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge, After -sixty minutes there will be a charge of $1.50 per min, 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECI,.FI.C...ATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and is manufactured'according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (withoi approval, of an authorized, agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the con after delivery. 14.TECHNICAL8$SIS ANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance pro, by Continental is for Purchasers guidance only -and Purchaser agrees to rely solely on its,own architects, engineers or other technical experts. 15.SAFETY •DATA: .The Material Safety Data Sheets for the products gold fay Continental are available• upon request. 16.MODIF,CATIOWOFTERMS:'No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or mod or otherwise concerning the,existenee or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such staten shall be acting gn behalf of or with the consent or agreement of Continental, These conditions may only be altered or varied to writing signed by an Officer of the Company no other employee nor, any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to Ind standards but.all changes"must be approved by an Officer of the Company. 17.1EB S: The.Putrghaser as indicated in this quotation, agrees to abide by these terms,.regardiess of any change in the legal status of Purchaser, or until the term of this quot, -.agrees to abide bythese terms, regardless of any change in the legal status of Purchaser; or until the term of this quotation expires. These terms contained herein supersede and all terms previously'gNen.to Purchaser that.conflict with the terms herein. If,'at the'request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on beh the Purchaser fora specific project or job, all of the terms'set forth herein shall be.deemed to be a part of and incorporated by reference into such written agreement or pure order riotwithsprmding any term or provision in the written contract or'purchase" order toithe contrary and, if there.is a conflict with terms and/or provisions of th'e written. cor .or purchase"order, the terms herein shall prevail and be determinative. U.S. DEPARTMENT OF HOMELAND SECURITY- ELEVATMN CERTIFICAT!" OMB No. 1660-0008 - Expires February 28. 2009 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION s' For Insurance CgmpanyUse Al. Building Owner's Name KING NEPTUNE ESTATES Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. any NAIC Number 10149 S. OCEAN DRIVE (BUILDING "F") �r ` City JENSEN BEACH State FL ZIP Code34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PARCEL G ENGLAR PLATBOOK 7 PAGE 13 I A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N27 15 19 Long. W80 13 11 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Numbed A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage n/a sq.ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings:in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP;(FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State UNINCORPORATED AREA 120285 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12111 C0314 J 2/16/12 2/16/12 AE 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized 94-87-a05-2Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 2.2 ® feet ❑ meters (Puerto Rico only) 20.44 ® feet ❑ meters (Puerto Rico only) n/a. ❑ feet ❑ meters (Puerto Rico only) n/a. ❑ feet ❑ meters (Puerto Rico only) n/a. ❑ feet ❑ meters (Puerto Rico only) 5.8 ® feet ❑ meters (Puerto Rico only) 6.0 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name ROBERT BLOOMSTER, JR License Number 4134 Title PRESIDENT/OWNER Company Name ROBERT Bloomster Prof. Land Surveying, Inc. AL HERE J02-s q-/BX/ IMPORTANT: In these spaces, copy th' �rresponding information from Section A. ForlFlsurancei'GompanyUse Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 10149 S OCEAN DRIVE BUILDING F City JENSEN BEACH StateFLZIP Code 34957 ": Company NAIC Number".. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevafiori`Certifcate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Date 5/15112 Check here if SECTION E - BUILDING ELEVATI&AFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams):of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments , ❑ Check. here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed. Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions connnEnTM. HEI GC{E1MtENTGroup 41����JtY�-111{u���i�� 1 3 � S -; '�9 jj 'tr • Continental Florida Materials Inc.% `'J /A?OaC 6l1 C 13450 W.!"Sunrise Blvd., Suite 430 G 4 9 8 91 \. Sunrise, 9L33323 Tel: •(954)--858-0780 CAUTION!! Freshly mixed cement, morta , UNLOADING Drivers are prohibited t, concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions =? exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to r` and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 4sT treatment. Sawing, or grinding of concrete curb line, except upon the authorization of i'i)R I PIERCE ° 1-1) C-01 COZETL PL A11I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his _ particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3771L, _rL, SE.L.V I Tr' ROAD respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser'sYARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 19 8 7 6 15 1 4 a 1 S 1 ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME 'URCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO t= i Rs'i CLASS CONSTRUCTION, INC. QUANTITY QUANTITY THIS LOAD ORDERED Truck # 24-0dl. Calcium Plant # 3 Air Entrain QUANTITY PRODUCT DELIVERED CODE 3, 0. CIO) :, ^ 1-)W : Slump Super Plas. Due at Job PURCHASER/ PURCHASER'S AGENT JOB NUMBER TIMEIICKETED DATE TICKET DELIVER TO Qi'?DF f3 a 81 1016'j SOLITH OCEAN DR11.11J - C", Concrete, Disposal: yds PRODUCT DESCRIPTION UNITOF Uffl� _� EXTENDED M Ci PRICE 1a51 l9 4.8 JAYS ;=R— - Use of Concrete Drivers Name =� ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL Delivery Instructions ;D'-'U I t-r 11W t L,hl L I']GUN X ar ,rn IV 0-1. r r.1IP;TC r 1. �6A( RRAN WAY: The materials sold by Continental I Materials Inc. (hereinafter "Continental") are warranted 1 ear from the date of delivery to be fcw—from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), includii,w—y warranty or merchantability or fitness for any•fivirticutar purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of ,the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in'full. LU 2. EXCSIVE R_E.,MEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as• a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental,, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement; breach of the .express or implied warranties delineated above, negligence, strict liability or other toriious conduct committed by Continental in connection with its sale to the, purchaser's use of goods, materials or services sold by Continental. . 3: DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1_.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any, action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental - may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred, where adequate access for delivery cannot be obtained. 7, UNATI"ENDEQ DELIVERY;SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any toss or damage to products, property or for unsigned delivery tickets, 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to -complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is,able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES.- This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTALCHARQE: A $5.00 per load environmental charge will be assessed. 133..P....E....CI_FICATIO[V: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM G-94. Specifications for Ready Mixed Concrete, and block is manufactured according1to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising fromtechnical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold Jay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of thesis terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.1ERM, S: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser,'or until the term of this quotation expires. These terms contained herein supersede any ad all terms previously given to Purchaser that conflict with the terms herein. q-ke request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase'order with the Purchaser to furnish materials to or on behalf of ser for a specific project or job, all of the terms set forth herein shall be deemed to be 'a part of and incorporated by reference into such written agreement or purchase rkithstanding any term or provision in the written contract or purchase order'to the contrary and, if there is a conflict with terms and/or provisions of the written contract �Q`/.ase order, the terms herein shall prevail and be determinative, Cun,TinenTi -_ HEIDELBERGUMENT Group Continental Florida Mate'' gals Inc.,— ��A ' s L 13450 W. Sunrise RI"�+,: uite 430 r , Sunrise, FL 33—.s23 OOLL�3 Tel: (954858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ? concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact,with eyes where possible and wash truck's own power, and where site conditions ' exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of _ I y masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that 1 have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida / understand and agree to the terms on naser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Curb line crossed at P TOTAL Agent ser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Initials of Purc* 10 9 a 7 6 5 4 3 S 1 Agent requestv / lE START POUR TIME FINISH POUR TIME LEAVE JOB TIME ARRIVAL T' RRCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO I ) ,- _ i I:I .t-f'-�_1 ! `Afr'•:_. i i;l l(- 9 1,''I''I� � �.+ , QUANTITY QUANTITY QUANTITY PRODUCT THISLOAD ORDERED DELIVERED CODE Truck # Plant # Slump Calcium Air Entrain Super Plas. "A' i -, Due at Jab PURCHASER/ PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO -- - ' - - — - - - - - / — PRODUCT DESCRIPTION Use of Concrete Drivers Name TE TESTED DATE TICKET Concrete Disposal: yds UNITOF UNIT EXTENDED MEASURE PRICE PRICE SUBTOTAL TAX TOTAL Delivery Instructions r'•r ` r �'' r Z r, (11 tcTnnnGG 1. WAFrrNTY:ie materials sold by Continental Floril serials Inc. (he, Wafter "Continental") are warranted fi zar from the date of delivery to be trek.from defects in material. This warranty is exclusive and is in lieu of all other•a -warranties (when,.. r, written, oral or implied), includin, _.., warranty or merchantability or fitness .,,_from pArticular purpose. Continental's liability under any circumstances (will not be greater than the pw.4•• ase price of the materials supplied, the purchaser must -examine the material upon delivery and before installation to discover any defects, latent or otherwise,, and Continental ovir�fi rYt be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of \ ^' ' reach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paian full. ?. EX.GLU5iVE REM,ED,Y: Purchaser further agrees that its exclusive remedy against Continental in the eve, -,�t the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer pers' anal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any ". negligence, strict liability, or other tortious conduct or statutory violation by Continental; shall be limited to, and shall not exceed the purchase price of the goods, materials, orse _ purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wu es indirect, incidental. consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral ex;nses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for br, ach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other,tortious conduct committed by Cone, "Intal in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accout- , will accrue interest at 1.5°0 per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or at., heal, for bankruptcy arid for post judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location forthe readymi> concrete. The Purchaser shall be res onsible for al 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser its suitable for such delivery an Continental may refuse to deliver to a site if Continental is of the opinion that deliverywould be unsuitable or unsafe, l costs and dame .s incurred where adequate access for delivery cannot be obtained. 7. UNATI"ENDED._DEL L\tEFlY„ ITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for u, \isigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equip ent breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same term`he of payment. 9 , 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked noted the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per )he delivery ticket. Any claim for alleged short delivery of produces must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be 3 short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFi+.Q. TION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASl M C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. . 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provide by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.— IFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due tb industry standards but all changes must be approved by an Officer of the Company. 17.TERf�v S: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status . Purchaser, or until the term of this quotation, aser, or until the term of this quotation expires. These terms contained herein supersede any agrees to abide by these terms, regardless of any change in the legal status of Purch and all terms previously given to Purchaser that conflict with the terms herein. or purchase order with the Purchaser to furnish materials to or on behalf of If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. r U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE`'--- OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A PROPERTY INFORMATION §.For Insurance Company Use Al. Building Owner's Name KING NEPTUNE A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. ,.Company NAIC Numoer , i; .`. . 10149 S. OCEAN DRIVE BUILDING "F" ' City JENSEN BEACH State FL ZIP Code34957 DIU tie,I`, ;'i ;V A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) "' Wer Y 7 At $ r ' PARCEL G ENGLAR PLATBOOK 7 PAGE 13 t b A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N27 15 19 Long. W80 13 11 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Numberl A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent'grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings -in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP;(FIRM) INFORMATION Bl . NFIP Community Name & Community Number B2. County Name B3. State UNINCORPORATED AREA 120285 1 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12111 C0314 J 2/16112 2/16/12 AE 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ® Building Under Construction` ❑ Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized 94-87-a05-2Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) 9.0 ® feet ❑ meters (Puerto Rico only) 20.44 ® feet ❑ meters (Puerto Rico only) n/a. ❑ feet ❑ meters (Puerto Rico only) n/a. ❑ feet ❑ meters (Puerto Rico only) nn/a._ ❑ feet ❑ meters (Puerto Rico only) 5.8 ® feet ❑ meters (Puerto Rico only) 6.0 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION _ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name ROBERT BLOOMSTER, JR Licenser Number 4134 Title PRESIDENT/OWNER Company Name ROBERT Bloomster Prof. Land Surveying, Inc. Address 64 NE S NCER E City JENSEN BEACH, State FL ZIP Code 34957 Signatur / ate 5/15/12 Telephone 772-334-0868 IMPORTANT: In these spaces, copy the corresponding information from Section A. Forinsurance'Gompany Use Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O,.Route and Box No. Policy Nhmber 10149 S OCEAN DRIVE BUILDING F City JENSEN BEACH StateFLZIP Code 34957 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments 5/15/12 ❑ Check here if attachments SECTION E - BUILDING ELEVATI N FORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation, information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams):of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage ttop of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION'F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check..here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed. Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name- Title Community Name Telephone Signature Date Comments ❑ Check here if attachments CCRAA r=„­ A1_11 r=ohnimm 9nnFt Replaces all previous editions conuinEnTContinental Florida Materials Inc. }' 1738449 13450 W. Sunrise Blvd., Suite 430Ag xc; Sunrise, FL 33323 � Tel: (954) 858-0780�r(`,AUTIONII Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HEIDELBERGCEMENTGroup� � concrete or grout may cause skin injury. Avoid from delivering concrete except under the p j�I �yIp°� ' �jii �jf� ypp p pppQ G F s' ycontact with eyes where possible and wash truck's own power, and where site conditions 61 IJL�^ I_exposed skin areas promptly with water. If any permit the safe and proper operation of his lot i ( sl ,{ = cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to "' 1 �_• - ! / ", ^sand repeatedly with water and get l5rompt medical add water to the mix nor to go beyond the C6 ' 1'*eatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his FORT P B_ 1RCE (S) COi`1L. RE I E�N i1•.a t particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and 5778 SE.L.V 1 T 4 fflfaD irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 56J - f 6.---724A the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDEDADDED Agent request. ARRIVAL TIME START POUR TIME yF�INISH POUR TIME LEAVE JOB TIME J PURCHASER/ i PURCHASER'S AGENT } 10 9 8 7 6 5 4 3 S 1 P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED 7967265 I .1 SOLD TO DELIVER TO QUANTITY~QUANTIIY ry^u THIS LOAD ORDERED Truck # I Plant # DATE - I TICKET L714/27 / 1 1-1562ir", Concrete Disposal: QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF DELIVERED : _CODE'- MEASURE S'?E6 j 3 t X i2: � 1—A f; ? R C 3 _ - _._. ial6e ttlt�l Y of d=�, . F):O F; IJII It LL tl'f G � 10 5L� U'' ea Slump Due at Job Use of Concrete Calcium {C; Air Entrain I rSuper Plas. Drivers Name ❑ CONCRETE TESTED Sri in W Ni.'. 0 11 T+ UNIT EXTENDED PRICE PRICE SUBTOTAL TAX. TOTAL yds Delivery Instructions 1. WARRANT: The materials sold, by Continental F Materials Inc. (hereinafter "Continental") are warranted It ?ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu _they warranties (whether written, oral or implied), includin warranty or merchantability or fitnessf'r• any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upormdelivery and before installation to discover any defects, latent or otherwise, and Continental will -not be liable -for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full, 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or'economic losses as a result of, breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand of cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4, COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATtQNS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UMATTENDED.DELVVEHB) SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing v, rthm seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.1y J1NLMLJ_MLQAD_CHABGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed'at no charge. After sixty minutes there will be a charge of $1.50 per min. 12,ENViR6N9ENTALCHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing. to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or.of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to after or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17 rERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless'of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. co n___.T� n E nTmp. Continental Florida Materials Inc. 3 13450 W. Sunrise Blvd., Suite 430 � : Sunrise, FL 33323 i-IEIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the contact with eyes where possible and wash exposed If truck's own power, and where site conditions the his �IILI skin areas promptly with water. any permit safe and proper operation of IJ i l IaNIJ� lj I 1 ij lI pll _ ; 1 cement mixtures get into eyes, rinse immediately and equipment. Drivers are not permitted to 'or repeatedly with water avid et prompt medical i t�� •.. P Y 9 P P ' �"l � � � add water to the mix to o be and the q 9 Y •• _''•� / treatment. Sawing, or grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his r`. r+° p H, , ';;'- ,• _:., I- t I to r'(: s;? '� �; I� particles which, without the use of proper eye or acceptance of risk for any loss or damage. _ +! t t l _i J' i respiratory protection, could cause eye or nose Packnowledge that I have received and, � { • v t I -irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 5;.'t -- :,=r"•.- '�'� •_, Y, the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials' Inc. are available upon request. both the front -and back of this ticket. Agent TOTAL WATInitials YARDS ON TRUCK/GALS OF WATER ADDED! of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's ADDED Agent request. 10 9 8 7 6 6 4 3` Z 1 " PURCHASER/ PURCHASER'S AGENT }•' 1 PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER DELIVER TO TIMETICKETED fix' _DATE S TICKET ' i_i 1f..�.: !`_. �_ +�: , _. 1•it�?, 3' ! ii''. - ' :_+ .. _' i . . i I�I 1?F 11. �' ;�', L'- �,^'v _= _-a;;h ,, Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED . THISLOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 'i: I'./_, tLt6a — .'t/..'„rt ct'; - l!,'io t"`'r};; • - E'+v I''."t' _ !:'i "_1 1; , Truck # Plant # Slu'mp Due at Job Use of Concrete -.: Air Enirain ' 'Super Plas. Drivers Name' SUBTOTAL CaIduurn TAX , ❑CONCRETE TESTED ,! TOTAL very Instructions 1. _ _ r! lcrnnn�o R8 ANTY: The materials sold by Continental Fh rlaterials Inc. (hereinafter `.Continental") are warranted to ar from the date of delivery to be free from defects in ,,al. This warranty is exclusive and is in lieu of _ her warranties (whether written, oral or implied), includins warranty or merchantability or fitness1isr,pny particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services ` ti supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or a3a inpmic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost Wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its safe to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. - 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether.the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7, IJNATTEf.JD.EDp..EL,.I..V...RRY.S_.IT.F: Where deliveryof products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 4 1 - S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGS: A $5.00 per load environmental charge will be assessed. 13.SPECiFI.CAT..O....N: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery: 14.TECHNICAI_ ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MQDIFIC�ATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions ar of any warranty or guarantee and no such employee or agent making any such statements shall be. acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS.: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotatioh expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or•purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, -all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. onTmEnTContinq'd'ial Florida Materials Inc. A 7 3'8 � 5 1 13450 VVSUnrise Blvd., Suite 430 <z. .Sunrise, FL,33323 Tel:.{954 �858-0780 CAUTION!! Freshly mined cement, mortar, UNLOADING Drivers are prohibited HKDELBERGC�MENTGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the 111111111p exptset with. eyes Pherp y with a and Ifasy rmit own power, pe rep conditions ex osed skin areas rom tl with water. If an ermit the safe and ro r o erstion of his `II , areatment. ement mixtures get into eyes, rinse immediately equipmept. Drivers are hot permitted to �° r'u (nd repeatedly with water and get prompt medical add water to the mix nor to gobeyond the 1 Sawing, or grinding of concrete curb line, 'except upon the authorization of �;, ,1 . f / masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his i-,ORT PIER C B) CP-,j .. FJF;_ 3 f' (� _([ i / particles which, without the use of proper eye or acceptance of risk for any loss or damage. .� respiratory protection, could cause eye or nose I acknowledge that I have received and s r7i�� I_ {� I T.{Jf h '" '. irritation. The Material Safety Data Sheers for accepted the materials listed on this ticket 5,C(3,'1 �eFr-7t'-`,11}' t -r V the produA sold by Continental Florida I understand -and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials,of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASERIPURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY PURCHASER/ PURCHASER'S ZONE - k JOB NUMBER TIN 'i DELIVER TO TD DATE' TICKET' FIRST CLASS. CONSTRUCTION, INC. I u#43a aolrai fiCEI N 'iWHE - ,I Concrete,Disposal: QUANTITY QUANTITY QUANTITY'' PRODUCT PRODUCT DESCRIPTION C, UNIT, UNIT THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE a '.�- �, PI + a #.�... r � fi Truck # Plant # Slunip Due at4ob, Use of Concrete' I SUBTOTAL-,, Calcium 1 Air Entrain !super Plas, Drivers Name I TAX P ` s ❑ `CONCRETE TESTED d ' :NA- Li s �i-:1. i f` � , TOTAL Delivery Instructions yds EXTENDED , PRICE 1; WARRANTY: The'.materiais sold, by Continental FI Vaterials Inc. (hereinafter "Continental") are warranted fc ar from the date of delivery to be free from d/ material. This warranty is exclusive and is -in lieu o her warranties (whether written, oral or implied), includin! warranty or merchantability or fitness i.bt ,any paftr,_ purpose. Continental's liability under any circumstances will not be greater than the purchase price of the'materiais supplied, the purchaser must examine the materfatupon.,Aelivery— and before installation to discover any defects, latent or otherwise, and Continental will not be. liable for and other damages including, but not limited to incidental, indirect, . consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations, under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or dcbiQjjjic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability,- or other tortious conai A or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any:attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. ' 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5%a per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs. of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy acid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX_GQ..D....E...lIOCATfOjVS; The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the,site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or'for unsigned 'delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from arty cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as gpntinentai is able to deliver and the Purchaser shall pay for the part delivered pro rats at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the,delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the -Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINiMUM LQAD CHARGE: All prices quoted are based on -loads of not less than five yards: There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11 WA...IT:ING_TI.ME.: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE:.A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM 0-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or, additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other'technicai experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the.absence of an express writing, to make any statement, including restricting or modifyingr or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary•any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of'the.Company. ^ . 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these termer regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until -the term of this quotation, expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the.tetms herein. If, at the request of the Purchaser, Continental, Florida Materials Inc. enters -into a written agreement or purchase order with the Purchaser tofurnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference.into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and.be determinative. 6cr----,o CERTIFICATIE OF TEMITE TRFATHEINT 4 comsmucr-lom -SOIL MWMrMENT PERMIT ZQl-- 30BADD RESS: Joill#,joill ICiAj(c r_)a7Vyt t-,u, BUILDER/CONTRACTOR,. PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #.*A! 0 r, _4 P-NOR Square fftt V am bftuambbBd amnicafs und:��AA Pemm*W,of sokift., Tom go= tow: r Oftoftraftem; mlff�e of TCl reaftm-t. -R&TrM �mffimv —Re-TrW �onw _11T Trw"mt _R&Tmat U Tent J;K-Thw —POW Of It Lluft CoWdy.M**M for thliftal frAWSCOM fOr CO.. a w"m to be ~ an " -5--a _. ___ __ — - ____ - - . . / � `/ j ��. `o"`f i, .. � � ,�,, � �` � � . 1 ���` coraTmenadL HEIDELBERGCEMENTGroup I I��IBI II@�JIIQIyIIBlallll �@I��BIIi81N [��I 11-;, r� S� �.r rat,t _ `� C,ontin&iial Florida Materials Inc. n �' 13450 W:hSunrise Blvd., Suite 430 U2 '� Sunrise, T,33323 TO (954)1,858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited t-� = concrete or grout may cause skin injury. Avoid from delivering concrete except under the c� 7 contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his 1� F= cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his FORT P I ERCE r L', i CONCRETE- PI f-ti'l T particles which, without the use of proper eye or acceptance of risk for any loss or damage. 377-9 SF,.l. V I i 1_ MOP!) respiratory protection, could cause eye or nose 1 acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 61"14S4-724{1 the products sold by Continental Florida 1 understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 a 7 6 6 4 •3 S 1 ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME SAGENT I P.O. NUMBER/ORDERED BY r 706726 � 1 SOLD TO PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER I TIMETICKETED I DATE DELIVER TO FIRST CLASS CONSTRUCTION, INC. I`OUTI-I GC,E-AN ORIW� - T Concrete Disposal: QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION a UNITOF UNIT THISLOAD 'ORDERED DELIVERED CODE MEASURE PRICE ,p P _._.._ la- _n _ _._ . .. r ..___. _ e-�yr._ _�_ r1 a , ;� ,_ r [•rr t_. r,ur, ={ 5093 F! IE.1.. I ._.._.._.._.._.._.._....... ........_ ...-__, _... ,.. ..,.�......-.. -_.... _,....._,--_, ,,.,,.-_.._ .__,..... ..,...,. ..... ... _..... _....-....._._.._...._ -., ..-_. ___ _.. _..,_.- ._ _ _ __ _. _ _ ._ ..... C"01 Truck # Plant # Slump Due at Job Use of Concrete x - Calciu'rn1 t� Air Entrain ¢-Super Plas. Drivers Name SUBTOTAL TAX ❑ CONCRETE TESTED TOTAL TICKET yds I EXTENDED PRICE .nvy, �4 ueuvery instructions DAN !�1 1G+T/'IAACA f. WAR AN Y: The materials sold by Continental Florida Materials Inc. (hereinafter "Continental") are warranted for 1 year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability4or fitness for any par icular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the materiaisipon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liabie"for and other damages including, but not limited to -incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of" any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any'action between the Purchaser and Continental shall be Broward County. Florida. 5' MIX CQDE/LOCATIDN.S: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental . may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be, responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS : Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per,the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery; otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAiTING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. • 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94.,Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.S_ FEFETY D : The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODiFICATiON OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. SomeofContinental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation,. agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires, These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. .�1 Since 1988 o SrFs-r�Nc �"'y Florida's Leading Engineering Source REPORT OF STEM WALL BACKFILL COMPACTION Client: Neandross Estate Homes, Inc. P.O. Box 1570 Jupiter, Florida 33468 Site: 10177 & 10179 King Neptune Lane St. Lucie County, Florida Stem Wall Backfill Report Date: April 25, 2012 Project No: 138 Lab No: 111 Technician: R. Ankrom Permit No.: 1202-0040 Density tests and Hand Cone Penetrometer (HCP) readings were made in the stem wall backfill (slab area) to a depth of two feet at a minimum of three locations. Density tests were performed in the upper one foot of fill. HCP readings were taken in hand auger boreholes at one foot intervals from slab grade through the depth of fill. At the time of our testing no information was available regarding the foundation setbacks. The density tests were performed in general compliance with ASTM D 6938. The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. Density Test No. Date Tested Location Elevation (feet) Dry Density (pcf) percent Compaction In place Proctor 1 4/25/12 10177, Northeast Corner 0-1 108.4 111.0 97.7 2 10177, Center Area 0-1 109.3 111.0 98.5 3 10177, Southwest Corner 0-1 108.1 111.0 97.4 4 10179, Northeast Corner 0-1 107.5 111.0 96.8 5 10179, Center Area 1 0-1 1 107.2 1 111.0 96.6 6 10179, Southwest Corner 1 0-1 1 108.6 1 111.0 97.8 * Elevations are below bottom of slab. In the locations and depths that were tested, the stem wall backfill (slab area) has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557). , Distribution: Client - 2 107su"r1a ;. � 012 APR 5JIG VG\e St, \' Submitted by:,- A. M. ENGINEER G AND TESTING, INC. ZnIAV. Ioler, i.E. Florida Registration No. 60675 OFFIGH T hROUGI SOU T FLORlDA 590 MY Meresc We Place ° POPi 5t. I.L4cie. FioNda 34986 - (772) M-3576 6 (772) 921-3539 (rasci � LviNlN.teaiil�fa.COki1 To: St. Lucie County Inspections Page 3 of 6 2012-04-24 21:24:34 (GMT) 17726790109 From: Mike Francescani Gatf�tenfat Flotidsl ll teriaie Inc. �. �. J ca nTm nTAL 134 W. Sunrise Slvd.411ta 430 HEIDELBERGUM AEI TGroup sun , FI.333?.3 11 UNLOADING ow-mevarm Tel: (94) 868.0789 GA TIpN.. Froeery mixed cement, mama, w comic or grout may CMOs skin In;UfY• AVolti from dallvadne eancr014 Mcpt und& Iho w/nr• nndwltbreslm wl%of" C4ntftat wlllt oyes where pcealbla anp wpshany trotxll aRtn� reea proWA the I gasper o1 ct mplty Vdth wettre 11 any IMm1n Idc t, till I��I POM11 Driver to � co l manatee get Imo egos• dn6p Immedtataty equipment• Drivers are not pom+rll9d to r- r �� _ ntodi vAlh tvalorand nal prompl M0111CA1 Add Haw 10 the MIK liar t0 go daWnd the �' • , troeVistit. 8AWI119. or grinding of ctlncreto curb tine, at c 0 upon this authorization of rogszatrry untta may rmull ht this release at dual the f+mrthaeadPutchsaerA Agant ■nd MA FORT px1=RCE ($) CONCRETE PLANT txui101on which. V 1110rut tho unn 131 PV@r CA OF aCmplarm of lilt ftw dnir I=or dnmap. respiratory prolactlon, could amuse syb or nogg r ecfmowkoo tear I nova MOVO and 3778 SELV ITZ ROAD frrltalfttn. The Materiel Solely DAIS S119918 for XWP:otl tdv minsU a aW Orr r4R4 rks,9t r�$1_ $�,,,�+�}/�� the produala maid by Conlinental Plorlds I unrreralaao and mgma to the rarraa On Curb line crossed At Porciia8AdPumhaser6 Agent requast. Inttl&Is of Furchalarlpurehaser'e Mateddia Ina, am Available upon roqua9l, bare the front cad baNr of ells I1eNOf. To'rnt Agent WAYEn Initials of Putt hasegParclta99t'9 Agent aftawladging addit an al water Al Pe,Qt1a99UPIttCha6DY6 Ao0_1�D Agantrequeal, r4t ARRIVAL'nME 6rARTPOURTIME MrSH POIdIRTIME LEAVEJOBTIME r -- r �-( PURCHASER/ PURCHASERM AGENT I'llRltIASF1ilPIlACtfA5F31SAGl�JT P.O.hUMBER/OROFAEOBY ZONE JOSINMBER i1METIC17E0 DMRCKET 7967265 � 1}AN � 1 04/03/12 11355624 SOLOTO DELIMTD ORDER: 47 PIPST CLASS CONSTRUCTION, INC. ift69 SOUTH 13CEAN DRIVE ConcS❑Istfotal; . _— vde orttl'; • OYJ/1lICITY riA6±f o, .. Gt1P fitY . nalvl�6' t i0411L '••codE ' — PflogUOf,DF`ilXiltfiON .. �. . '.� .. . I r ,11mbp DST.MOM .i MICE . , Y0. 40. 00 '1040 =101C PST-"? CN DRYS WITH, SL7X1 icy 509E�. RUEL .... TMON p Plant 9 Slump pua at doe �.._ t1t19 of Cons rate Tt}t�'L NrN Per PIGS, Driller Noma AI%' © CONGRET�iE9TEO TOTAL, Delivery InatruannnB aRIG1NAl. Spacial Instructions SOUTH HUTCHINSON ISLAND `a° ";5V" . ' •itc Works Courtly, FL To: St. Lucie County Inspections Page 4 of 6 2012-04-24 21:24:34 (GMT) 17726790109 From: Mike Francescani 1736320 conTinenTA 1*13450 W. Sunrls llvd., Sulteials 43U'Rv Zuni t, FL Jy.ro�+p /'� 70%1: (934) SSIj 0 CAI' N11 Freshly mixed aamonk motor, UNLOADING nd ma am pNhl w 87EIDEL1�>rnR\ it (V 1E1 �1 1 Group c4 W concleta or grout may cause akin lr4u* Amid from dnllvathg 00npo10 09" antler 1115 contact with ayes where ly with ater, wank Wdill the o'+�+.�dnAMnll� ration Helm pxppaed akin arose pmmpiry with water, It any pmmlt the Gate and propel operation of hill r-b mnignt n%Atrrea gat lnto tayas, nose IMMdI tely equipment, Uaaroio Ara net pOnallled to +1t f and rapeatndy with wider and gut pmmpt madlcal add water to Iffa mar nor 10 go beyond the G.al CA limatmant. Sawing, Or gdhdInp of concrete = Me, MIDI VROn the P1110 iaraoo of masonry cells may result In IN ralonse of dust the puftasodppr 1wro rwm Ana him FORT PIERCE(B) CI WRETE PLANT lamdea width, 0hout the us0 of prop" oyA or AoenpW45 AI rear ter any ioaa Or demnpe. 377$ SfiL�3ITZ ROAD roaplmlory protoetion, c0rafd caaob ► oyo Or nesp r cpnowtodgn that I have mcialmd and Irritation, The Malarial Safary Unto shoots for a=pfaf dia naavak flared an thh fidraL 561--04-7P-h4 the products Gold by 0onlinontal Florida I OmdpMnd arxr agrav rp fhp forms An Cub line teased at FdreheseNPtirchanes Agent request. Intdels of Furohesor/Purchasar's Me189e14 Inc. are avaiinbla upon rogarool. bath dro (fond and bro at MIS vow IWAL Agent InhihlsolPulattasodAurohpar�AgonlostarowladAingBddltlanaiwdteratAur adPurchaeers YARDS ON TRUCK/ OALSOF WATM ADD ADDED Agent mquasL ARRIVAL TIME MAW POUR TIME RNNIISH POUR TIME LEAVE J09 TIME C9 .13 eo 1VRGI%%MWHW$A6W PA.NUMOMIf1g613 ay 7967245 DI N SOLDTO PUPPMAULM PURCHASER'S ACttatT 7ANC J08HIL8O 11MtS11CtM DATE DELIVERTO 04/03/12 n NL;fl ORDER: 47 FIRST CLASS CONSTRUCTION, INC. �0169 3tlUi'H OCEAN3�F2xUs; — s Co4Crem yf� ''�A�'t�7rt ,,'',�,``,�,� �wti"11'1 •1��7�7m1111` Q T}II6L6Ab ORl1t ' D l D �f1r%VYVI .. yrJ��G�eA.' txlifE i.��4yV1 UC�lR1K 4;,!�� '� ' ,(11eyry� y y► rplspW 't]NI}dr' M�A9 w h,�n '�t�jj[ r' W _ PAIGE ; CE.' 1'0. 010 40:,M 28...W 255MC1. 250a PSI ' 0' 211,. PAYS .01-TW SL A , y 5.0pd.. FUEL ; Truett F1111 4 SIUM0 nuaatjob UM of catcraw 48U9TOTAL MIMIR Air ton sipsr Piss. 011wil Rama ' I Q CONCRETE TESTED Wingfield, GodfrOy TOT L Delivery Instructions SOUTH HUTCHINSCiV ISLAND special Instructionb ORIGINAL To: St. Lucie County Inspections Page 5 of 6 e - 2012-04-24 21:24:34 (GMT) 17726790109 From: Mike Francescani conTine AL iiE1DEL6BRGCEMENTGroup Cd-inentat Flarlda Materlals Inc. 1737723 10,M W. Suutts0 Blvd., Sulto 430 au e, FL 3$323 Tt3616r1) a3g-0780 CAUTIONII Frostau mytad carn®a, trmdta. UNLOADING oftru creommund concrete or grout may LYIaOe Ohio 11110ll. Avald from depvadng eahm to Oxeopl undor ete. coritaot Mill oyes vMnra possible and wash Inch' Rff8CMdWN alrpoaod skin Alm promptly Will water. 11 any peantt Me We aW ptepar OpstatlM of his p.w oermt mixtums gat Faro eyes, rinse Immadlattdy oqulpmank RrNaro Oro nm panniged to and repeatedly will water gad get prompt matltcat add wntcr to the rnht nor to go beyond itro t1D 1roNmnnl. Sawing, or grinding of aoncrato aura Urte. mtaapl upon ft Alift mllan Of masonry units may ntsuh In the releage of dual Ike Phra,saarmurchaaare Agent end his FORT PIERCE(B) CONCRE't'rz PLANT navonturm at risk lot anti lose or damage 3778 SELV ITZ ROAD nesplratory praleclton, emId cause eya of nose 1 aetdrowledge that t have r COW and Irnfeuon, The Matarlpt Safely Sara f3naets for aawp W tM rm1v Fv adad an drb &ke& rW' 61--464^7644 the products said by Continental pandit I vndarsland and Mma fa *a mrma oft autb Tine ammad at Pamrasartpurahasar's Agent request. Inllials of PumbipmNPurohi morn Matedala Inc. are mailable upon request, both Ma (rant and bnak of ft rldtar. TOM Agent n n�.uwyze wnn�h w-M InItals OI f'urGttt wPureftw's Agent aaknayrkdging tr ON= at water al 8urchae8dP=hasvrs Agent request ARRIVALTIMI? &TART POUR TIME FINISH POUR TIME LEAVE JOG TIME l �'tl . +...7t-J � 1 Pt.rRcrlHt3trir PURCHAgER'$ AGENT MJRPL4SMMLW,K=8ACENr P.O.Nuram OROmm y I ZfJt� 7967265 BAN SOlDTO FIRST CLASS CONSTRUCTION, INC„ nautlt�. - - -ate _ . auaxr — 16: Qt@�-4QJr,00- Sol - Slump �ogNltnle�t nt�nl�rm DE41VERTO 10169 SOUTH OCEAN DRZVL3 -255Nt�---���G� PBS--Q-2B-IIpYS .tiF�l'kl; 6L-, Due at eon �..._ u8a of Canbrota Cat 86 Atr kbin per Flag, 6rivars Name la CONCRETE TBSTED John C 5111 an 7allveryInstruattOtls SOUTH HUTCHINSON ISLAND ipaelsl Instructions kMYE TMEr 04/03/12 11355632 ORDER: 47 -s (AnCISIe alepnsat: � y� U00F ^ UNII`� �'i3fEM1�t. ORIGINAL To: St. Lucie County Inspections Page 6 of 6 l `e 1 2012-04-24 21:24.34 (GMT) 17726790109 From: Mike Francescani PP JRCW1 70NE I J09NUh18Lf1 413 TINIE�ICI�IID RATE 7lCi�T 04/03/1R 8'SSEwsi4 13FLIVERTO OR17ER; 47 rI,Oi69 SOUTH OCEAN DRIVE S CpntxetD 015pbsd yds Ib0111TpYs�GiiC17QN 0 l .1., .,..:.. , -.e�v�.,lasx (a�2��uc►vs�•.w��+• •��p, �y- . , • 1 .... •. , , iwJi��{r3.M-�-•.a� M n f UNC _ I Truck+l Plant 0 SIumP Due ptJab,r.._... j U9e Of CondO I, 5 ;�t3 GTAL. vJAP-1 Air;&n ;PDT Pin 0dvers Name ayes reric • �dfAL,• la CONORMTSSTED bellvery Instructions SOUTH HUTCHINSQN I91-AI40 Spacial Instruallone ...wo innG AL HEIDELBERGCEMENTGroup lllllq�ll�,�ll4lll� — Inent�I F1orld"l l(W1815inc, 1737725130 7 3 7 7 2 5 l a0 w. SUnfige Blvd., Salle 43D Miss, FL GO= Ttlt!'(B54) 850.0780 GAUTIONII Froshty mixed cement, maw, UNLOADING cd,m are i aoncleta or grout rosy r4wee slan Inlum Avatd from owuratg c4tt"18 tiamapt under the �+mact wllb oven where poesible end wash nudteownpv+usr,atWwnemslfsoon0m°'is s akP4sad skin areas Promptly with water. It any pomdt tho ctdq dad P WI operates at his cement mhdures gbt We eyab, We Imrdedlalely aqulpm®17. Drlvom go not pormn1w t0 itlt}t repoatotlly with WOW and gal Prompt rm f w wo water to eia rr?x into go hoyend the tYealmarn. Sartlttg, or grinding of conarem curb Mae, exoetn WWI tab euntmMaoon 01 t� masonry unite may resort In '"a rapt3:30 d1 tlubf the pUroimmrlPurW+esora A9eril and Ida ia FORT' PIERQF- (B) CONME 01-ANT pen10I0o wNah, vAlhNdt 1ha,®a of PMW aye Of of talc for env redo tx dt reealVerlAnd d 3 %78 B ,VITZ ROADeaepiratmy prsiaallon, could Cache 8P Or heae 18aanawfd6SF' fhffi 1 hnm Itrltpilan. 9hq Melertgl Belaty Data MOW IQ? ammred Ito mereW 6XW un fhh data Inn produalp eoltl q i61-414^724h Y obnllnental Florida 1 andarstnW add 09100 f0 thu Imma Orr Curb > na nros89d at PurchaeedPtrrChssar's Agtutt rbqugsl, INlrsts of a—Bast+/purenaimts Matorisla Ina, orb available upon request, boP+ Ihb hdnt dad bACk of IN t14N97(frAL Agana InlUalaof Pirrctlasawurchimsr'aAgent adalaw 901n9 addWon Of WatBTHt ptlrCllaSarlPnlChBSet'6 O Agentroatoeat ARRIMTIME s'rARTPOUR 71ME FINISWPOUR TIME LPAVEJ013YIME 7967265 j DAN SOLDTO FIRST CLASS CONSTRUCTION, ING. cur To: St. Lucie County Inspections, Page 2 of 6 ; 2012-04-24 21:24:34 (GMT) \ 17726790109 From: Mike Francescani conTinenTRL iHEIDELBERGUMENTGroup Continental Florida Materials Inc. 13450 West Sunrise Blvd., Suite 430 Sunrise, FL 33323 X Phone: (954) 858-0780 Fax: (964) 858-0821 To: Mike From: Rick Slone Company: Trade Wilds Fax: 772-489-0963 Fax: ' 772-679-0109 Phone: 772-619-0003 Pages: 5. (including cover page) pate: April 24, 2012 Th/s facsimile transmission may contain confidential and/or privileged Information. If you are not the intended recipient (or have received this fax In error) please notify the sender immediately and destroy this facsimile. Any unauthorized copying, disclosure, distribution cruse of the contents of this information is strictly prohibited. Please Immediately notify us if you have received this message in error. Subject: Delivery Tickets Mike, Were are the concrete deliver tickets for Trade Winds project, I also resent them thru email. If you have any questions, please give me a call @ 772-519-0003 or email @ rslone@lehighcement.com. Thank you, Rick Slone Sales Representative Continental Florida Materials Inc. 4550 Glades Cut -Off Road Ft. Pierce, Florida, 34981 772-464-7244 (Office) 772-489-0963 (Fax.) 772-519-0003 (Cell.) rsione@lehighcement.com To: St. Lucie County Inspections Page 1 of 6 2012-04-24 21:24:34 (GMT) 17726790109 From: Mike Francescani FAX COVER SHEET TO St Lucie County Inspections COMPANY FAX NUMBER 17724626443 FROM Mike Francescani DATE 2012-04-24 21:21:17 GMT RE RE: Permit #1202-0040 Footer Concrete Batch Tickets Inspection 906 - Priority 3 COVER MESSAGE Attached are the batch tickets for the Footer concrete, these are for the priority 3 906 Inspection. If you have any questions please contact Mike at 772-341-0151.• WWW.EFAX.COM To: St Lucie County Inspections Page 1 of 2 2012-04-26 12:56:25 (GMT) 17726790109 From: Mike Francescani FAX COVER SHEET TO St Lucie County Inspections COMPANY FAX NUMBER 17724626443 FROM Mike Francescani DATE 2012-04-26 12:56:12 GMT RE Re: Permit 1202-0040 Slab Termite Treatment COVER MESSAGE Attached is the slab termite treatment for permit 1202-0040. If you have any questions please contact Mike at 772-341-6151. WWW.EFAX.COM r A. A ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924-3575 OFFICE - (772) 924-3580 FAX March; 29, 2010 Neandross Estates Homes, Inc. P.O. Box 1570 Jupiter, Florida 33468 Re: Geotechnical Exploration for Residences 10177 and 10179 King Neptune Lane, St. Lucie County, Florida Project No. 138-108 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical exploration report for the referenced project. After an executive summary, this letter describes the project, explains our services and findings, and presents our conclusions and recommendations for the foundations of the proposed residence. This report was prepared in general accordance with Chapter 18 of the 2004 Florida Building Code. EXECUTIVE SUMMARY The existing foundation within the zone of influence, should be removed and legally disposed off -site. Existing utilities should be located, properly capped at the property line and removed or rerouted around the construction area. Septic tanks and drain fields should be removed or properly abandoned. The excavated area should be backfilled in lifts not to exceed 1 foot and each lift compacted to a minimum of 95% of maximum dry density as determined by ASTM D 1557. The subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pad. The top 2 feet below stripped grade should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should. be placed in 12 inch lifts and compacted to achieve 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. The soil density should be tested before placing steel for the foundation. After completing the recommended site preparation, the proposed structure can be supported on shallow foundations proportioned using a maximum bearing capacity of 2,500 psf. Additional details are provided in the body of the report. PROJECT DESCRIPTION Based on a site plan, construction plans prepared by Bert Bejarano (dated January 2, 2012), and conversations with the client, the project consists of removing portions of an existing foundation and then constructing a two-story CBS residential structure with a footprint of 2,400 square feet. y � f A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration, Proposed Residence 10177 and 10179 Kin g Neptune Lane, St. Lucie County, Florida Project No. 138-108 The construction plans indicate that the new residence will have a finished floor elevation of +9 feet NGVD. There will be approximately 4 feet of fill inside the stem walls. The plans indicate that the building will essentially rest on stem wall footings with a floating slab. The plans indicate the footings are proportioned using an allowable soil bearing capacity of 2,500 psf. Continuous footing widths are 16 to 30 inches. We have not received any information regarding structural loads. For the foundation recommendations presented in this report, we assumed that the maximum column and wall loads will be 30 kips and 6.25 kips per linear foot, respectively. If any of the above information is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on March 26, 2012, with three (3) Standard Penetration Test (SPT) borings. Hand Cone Penetrometer (HCP) tests were conducted at one -foot intervals in auger boring holes in the upper 4 to 6 feet at each location. The approximate locations of the borings are noted on the Boring Location Plan. Boring logs presenting the visual classification of the soil samples obtained from the borings are attached to this report. The depths indicated on the boring logs are below the ground surface at the time the borings were made. The SPT borings were performed in general compliance with ASTM D 1586, "Penetration Test and Split -Barrel Sampling of Soils" and the auger boring with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings". The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. FINDINGS The project site was generally flat. The grade at the site was estimated to be %2 feet above the adjacent road.. The site had been cleared and the new footings were formed with the reinforcing steel in -place. A three-story CBS residence was located to the north of the property. The subsurface soils observed in the borings were generally sand from the existing surface to the bottom of the borings at depths of 20 feet. The SPT N-values (blow counts) generally indicated loose to medium dense soils from the surface to depths of 20 feet. The soils encountered were essentially clean sands, therefore no laboratory tests were required. Ground water was encountered 6 to 6% feet below existing grade at the completion of the borings. The water table will fluctuate tidally. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration, Proposed Residence 10177 and 10179 Kin g Neptune Lane, St. Lucie County, Florida Project No. 138-108 SITE PREPARATION RECOMMENDATIONS The existing foundations should be removed within the zone of influence and legally disposed off -site. The zone of influence will be two feet horizontally from the surface of the proposed footings and extend to the depth of the bottom of the existing footings. This zone is based on the bottom of the existing footings being approximately 16 inches below the bottom of the proposed footings. The excavated area should be backfilled in lifts not to exceed 1 foot and compacted to 95% of maximum dry density as determined by ASTM D1557. Existing utilities should be located, properly capped at the property line and removed or rerouted around the construction area. Septic tanks and drain fields should be removed or properly abandoned. The fill (including stemwall backfill) should be placed in 12-inch thick compacted lifts with each lift compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings with respect to the boring data and assess if a suitable bearing layer is present. The upper 2 feet of soil' below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). We recommend a "jumping jack" type compactor for footing bottom compaction. The foundation recommendations presented in the following section are contingent on the proper preparation of the site. FOUNDATION RECOMMENDATIONS After the project site has been prepared as outlined above, the proposed structure can be supported on conventional shallow spread footings or a thickened -edge monolithic slab. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. CLOSURE This report is for the exclusive use of our client in the design and construction of the previously described project. The right to rely on this report may.not be assigned without written permission of A. M. Engineering and Testing, Inc. 3 1 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration, Proposed Residence 10177 and 10179 Kin g Neptune Lane, St. Lucie County, Florida Project No. 138-108 This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re-evaluate our recommendations. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. Furthermore, our explorations did not include identification or delineation of "wetland" areas and endangered or threatened species. A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING.AND TESTING, INC. Certificate of,Authorization No. 6632 Paul C. Martin, P.E. avid Alker Florida Registration No. 65051 Project Manager PCM/em Attachments: T ey to Soil Classification Boring Location Plan SPT Boring Logs (3) Copies: Client (3) IlServer-amelcompanyUMDataWeandross Estate Homes, Inc. - 138110177 & 10179 King Neptune Lane, SLCIReport.doc 4 A. i ) ENGINEERING AND TESTT �q INC. 54N.;-.1. MERCANTILE PLACE, PORT ST. LUCIE, FLUxiiJA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Neandross Estates Homes, Inc. Project No.:138 Lab No.: 108 Project: 10177 & 10179 King Neptune Lane North Page: 1 of 1 St. Lucie County, Florida Date: Mar. 26,12 Elevation: Existing Grade Drill Rig: Simco-24 Water Level: 6% feet after 0 hours Drilling Fluid commenced at depth of 8 feet Field Party: J.C. Hand Auger with Hand Cone Pentrometer Test (HCP in kst) performed in top 4 feet TEST LOCATION: SPT - 1 N27.277760 W80.20901 ° Laboratory Tests Depth Blows/ N Sample Layer: USCS Description Passing Moisture Organic (feet) 6 in. Value No. From/to No. 200 Content Content 0 0 - 3%2 Brown fine sand, trace shell fragments, trace silt 1 HCP= 30 2 HCP= ........ 60 ....... ... Same --- 3 HCP= 80+ 2 4 HCP= 80+ 3'/2 - 6 Dark brown fine sand, trace silt, trace shell 3 fragments --- 5 4 ....................... --- 3 7 3 ... Same 6 3 . ................ ... 6-8 Gray fine sand, trace shell fragments, trace silt --- 5 7 8 .......................... 8 16 4 --- g........................... 8 i 8 _ 14/2 Light brown fine sand, trace to little shell 4 --- fragments 9......7 --- 6 13 5 10 .._6.. Drilled dense 10 to 13'/2 feet 11 12 ........ ....... 13 ........................... --- 14 ....._6.................. 9 19. 14'/2 - 18 Light brown fine sand, trace shell fragment 15 .10 .... .......... Drilled dense 15 to 1,8'/2 feet 17 ........ ....... --- 18 - 20 Light brown fine sand, little shell fragments 19 ................ . 6 ... 8 ___ 11 19 Boring Terminated at 20 feet A.(' % ENGINEERING AND TEST; , INC. 59V�1101V. MERCANTILE PLACE, PORT ST. LUCIE, FjWkiCs, 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 STANDARD PENETRATION TEST' BORING (ASTM D-1586) Client: Neandross Estates Homes, Inc. Project: 10177 & 10179 King Neptune Lane North St. Lucie County, Florida Project No.:138 Lab No.: 108 Page: 1 of 1 Date: Mar. 26,12 Elevation: Existing Grade Drill Rig: Simco-24 Water Level: 61/a feet after 0 hours Drilling Fluid commenced at depth of 8 feet Field Party: J.C. Hand Auger with Hand Cone Pentrometer Test (HCP in ksf) performed in top 4 feet TEST LOCATION: SPT - 2 N27.277710 W80.208850 Laboratory Tests Depth Blows/ N Sample Layer: USCS Description Passing Moisture Organic (feet) 6 in. Value No. From/to No. 200 Content Content 0 0-2 Brown fine sand, trace shell fragments, trace silt 1 HCP= ... ..... ........ 80+ ........ .. and clay 1 2 HCP= ... ...... ........ 80+ ....... .. 2-4 Gray fine sand, trace shell fragments ___ 3 HCP= .......................... 80+ 2 41 HCP= 80+ 6 4 - 6'/z Light gray finfe sand, trace shell fragments --- 5 .. 7 ..... 15 3 6 ....15 . 5.................7. 16 6'/z - 8 Light brown fine sand, trace shell fragments 17 33 4 --- 8 ..14 ............ ... 8 - 13 Light brown fine sand, trace to little shell 5 5 fragments 9 --- 7 12 5 10 ........... 11 ......... Drilled dense 10 to 13'/z feet 12 ......... ........ ---14 13 - 15 Light brown fine sand, trace shell fragments ..7 .............. ... 8 15 ....13........2.1.... 6 Boring Terminated 'at 15 feet 16 ........................... 17 ........................... 18 ......... ........ AENGINEERING AND TEST -G, INC. 50- _ c^W. MERCANTILE PLACE, PORT ST. LUCIE, r 6RIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Neandross Estates Homes, Inc. Project No.:138 Lab No.: 108 Project: 10177 & 10179 King Neptune Lane North St. Lucie County, Florida Elevation: Existing Grade Page: 1 of 1 Date: Mar. 26, 12 Drill Rig: Simco-24 Water Level: 6'/ feet after 0 hours Drilling Fluid commenced at depth of 10 feet Field Party: J.C. Hand Auger with Hand Cone Pentrometer Test (HCP in ksf) performed in top 4 feet TEST LOCATION: SPT - 1 N27.449220 W80.05656° Laboratory Tests Depth Blows/ N Sample Layer: USCS Description p Passing Moisture Organic (feet) 6 in. Value No. From/to No. 200 Content Content 0-0-4 __. Brown fine sand, trace shell fragments, trace silt HCP= 80+ 1 --- 1 HCP= ... ..... 80+ .. Brown fine sand, trace shell fragments, trace silt __ HCP= 80+ trace rock pieces 2 HCP= ... ...... 80+ .. 4-6 Light brown fine sand, trace shell fragments 5 HCP= ..80+. 3 6 HCP= 80+ __- 5 6 - 15 Light brown fine sand, little to some shell 7 .....5................... fragments 10 4 g.. ................ ....... ... _-- 7 9 10 .......................... _-- 14 24 5 .. Same 10 ..16. ....... 11 ......... ....... 12 ......... ....... 13 ......... ....... --- 14 .... .. 5 ........... 6 15 7 ......... 13 ........ 6 ...Same BoringTerminated at 15 feet - __ 16 ......... ....... i 17 ........................... 18 ......... ........ 19 ......... ........ KcYTO ��-1 SOIL CLASSIFICATION CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE ASTM D 2487 and 2488 Category Particle Diameter Silt and Clay Soil passing a No. 200 (75- m) sieve Fine — Particles of rock passing the No. 40 (425-µm) sieve and retained on the No. 200 (75-µm) sieve Sand Medium — Particles of rock passing the No. 10 (2.00-mm) sieve and retained on the No. 40 (425-µm) sieve Coarse — Particles of rock passing the No. 4 (4.75-mm) sieve and retained on the No. 10 (2.00-mm) sieve Fine — Particles of rock passing the %-in. (19-mm) sieve and Gravel retained on the No. 4 (4.75-mm) sieve Coarse — Particles of rock passing the 3-in. (75-mm) sieve and retained on the %-in. (19-mm) sieve Cobbles Particles of rock passing 12-in. square opening and retained on a 3-in. (75-mm) sieve Boulders Particles of rock that will not pass a 12-in. square opening AMOUNT OF CONSTITUENTS IN SOIL* COARSE AND FINE GRAINED SOILS Sand, Gravel, Silt, Clay, Shell Fragments, etc. ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier < 5% Trace <25% Slightly to Highly Organic 5% to 12% Little 12% to 30% Some 25% to 75% Muck 30% to 50% 1 And >75% Peat *Approximations based on visual examination of samples and results of available laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING ASTM D 1586), CPT SOUNDING ASTM D 3441), AND HCP TEST Granular Soils Sands and Gravels > 50% Cohesive Soils Silts and Clays >50% CPT HCP Relative CPT HCP Relative SPT Cone Bearing Cone Bearing Soil SPT Cone Bearing Cone Bearing Soil N-Value* Value** Value *** Density N-Value* Value** Value *** Density 0-4 0 — 20 0 — 20 Very loose < 2 0-3 0 — 20 Very soft 5-10 21— 40 20 — 35 Loose 2-4 4-6 20 — 35 Soft 11 — 30 41— 120 35+ Medium Dense 4-8 7 — 12 35+ Firm 31— 50 121— 200 Dense 8 —15 13 — 25 Stiff 50+ 200+ Very Dense 15 — 30 25 — 50 Very stiff > 30 Over 50 Hard Jtanoara renetration lest (JW1) N-value 131ow (Aunts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tsf). *** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils. KIA16 NfP_ /NC David Johnson From: DFoxx@slcfd.org Sent: Thursday, -March 15, 2012 3:12 PM To: David Johnson Subject: King Neptue The sprinkler requirements for the future buildings is being waived based upon the applicant redesign of buildings and roadway. Please contact me if you any questions or concerns. This will have no affect on the requirements for the building already constructed. Captain Derek M. Foxx Fire Marshal's Office Saint Lucie County Fire District 772-621-3372 E-mail: dfoxx slcfd.org 03-22-'12 07,09 FROM-A,MT _Engineering 772-924-3580 T-263 P0001/0001 F-594 A. M. ENGINEERING AND -I-EsTING, IN L 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 REPORT OF STEM WALL FOOTING COMPACTION Client: Neandross Estate Homes, Inc. P,O. Box 1570 Jupiter, Florida 33468 Site: 10177 & 10179 Icing Neptune Lane St. Lucie County, Florida Stem Wall Footing Report Date: March 15, 2012 Project No: 138 Lab No: 107 Technician: M. Barkley Permit No.: Density tests and Nand Cone Penetrometer (HCP) readings were made below footing grade to a depth of one foot at a minimum of three locations. At the time of our testing no information was available regarding the foundation setbacks. The density tests were performed in general compliance with ASTM D 6938. The 14CP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. Density TiestNo. bate Tested Location Elevation (feet) Dry Density(pet) Percent Compaction Pa In Place Proctor 1 3/8/12 Center, North Area 0-1 110.E 112.6 98.2 2 Center, South Area 0-1 111.1 112.6 98.7 3 Center, Bast Area 0-1 111.5 112.61 99.0 4 Center, West Area 0.1 1 111.0 112.E 1 98.6 * Elevations are below bottom of footing. In the locations and depths that were tested, the soil beneath the footings has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557), No soil borings were performed below the recently placed fill. Additional compaction tests are required for the stem wall backfill beneath Distribution: IV Ld y Client - 2 Works F 1- i. county, PCM/em • �- Y,�o ��1� �� ab �fY ✓✓• Reviewdd' A. M. 1� ZNGtA1�Jn 'A§rh b*; •P�ia1,;C. �vlarfin,: �;E.� ;.'r �-.<. ;., . ��/...""" DO Florida: to 4slrstion j�.o ; •Q5;1° '^" '':::, ^A,ri F-WAJ DataWeandross ,Estate Homes, Inc. - 138110177 & 10179 King Neptune Lane, Jensen BeaehU07 - Stem W411 footing - Den -doe f' F®RT PIERCE UTILITIES "Committed to Quality" 113 N. 2nd Street (34950) Post Office Box 3191 Fort Pierce, FL 34948-3191 March 7, 2008 Mr. Al Pereira (via fax 772-335-3839) VillaDelta Homes 10149 S. Ocean Drive Fort Pierce,. FL 34949 AUTHORITY Subject: King Neptune Estates Water Connections Dear Mr. Pereira: Telephone: (772) 466-1600, Ext. 3443 Fax: (772) 489-0396 E-Mail: sloven@fpua.com As per your request, this letter is to confirm the purchase of 13 water connections for King Neptune Estates. I have attached for your convenience 2 Limited Warranty Bill of Sales. The first, dated November 15, 2005, showing the purchase of 8 Equivalent Residential Connections (ERCs) and the second, which is not dated, showing the purchase of 5 ERCs. We trust this letter provides you the in -formation necessary to move forward with your project. Should you need additional information or assistance, please contact me at the telephone number above. Sincer ly, Scott Lovell, Engineering i"echnician ec: Tim Perkins, P.E., Director of Water/Wastewater Systems David A. Mellen, Environmental/Capital Projects Engineer P:\Projects\[)eveloper\Active\King Neptune Estates\Letter to VillaDelta Regarding CICs Paid 03-07-08.doc ;� X St. Lucie County Utilities 2300 Virginia Avenue Fort Pierce, FL 34982 •?�£fawnte. =a Google(3) Suggste'Sites �. Google \.`Home: -St. Lucie County... .� } `� �' .� z a'-�" Pager Safety 'Tool- Crustomer$uiteICS473 'lekflane Open _ mouse -,- llu-; CSR Interface # File Edit CSR Accounts ;nventory Financial Anclilary System Setup Utility Help 1r,4nd[:a G.:SSM.RI`PCIS ®� �h �I,, ISM? aM; I-:tsI (9!((i' Farms -�r-� ACCOUNT SUMMARY j ' C..rrenc&1tAmc-aM - S.05- 1?>�r� � PSame>tS S.G6 I dustments . .. ,S,09 I "Customer j t .. HING NEPTLINE ESTATES D 3 ; Master Bill Number. I Dsscouals - SM- Premises 1:.:f;r9:, KING NEPTUNE LN UNR C 3 Status; : IJew R ;- (..... Cu"ent Balance - S:GO ; 1. ._ �10177 .. _...-, .. _,. .., ....... _ ..., .. .....�... Unbifled Charges S.0 i; Yew Zero Charges ;y � .. �. � Acecu^t.Balance SA,. Ledge,Hstory . ..._.:.._.._ _ all Date - ( Trees Data ( li Description Tram Avd... ( - Balance . SERVICE ORDERS ( _ ..:.` ......, ., 28 AUG 2008 22-AUG-2008 :St.YP.. ... .:, .. NIA Payment CHH ....�(:: ... 1387.80 D 00;V 28 AUG 2008 22 A.UG 2008 NA SEVVER DEPOSIT 75.00 1387 80 CLst rNeeded, 1 �i L.Printed :Field Suit .... ..: ..' E COLLECTION SUMMARY . }. ". Credit Rating A -Excellent E. ... .. " Pay By ChecY 1± „ <_- . Penalty: Exempt. _ M 1 Beginning Balance as of 28AUG 2008 0 Bad Batt Exempt.............................. , E' Dr^ Total Fast 6ce 5.00 c AI .. Item Detail . -, --Unbilled Penalties E-Total Delinquent ......_. Uo �' . . ' CIS-0048: At last record.. . hddress �uaamoaY 1 3 .... Record 313 ` ..... ........ ..... i OSC> .. .................................... _......... .............. ..... _.... _ ....... y Lost intranet I Protected. Mode. Tuesday, Mar 20, 2012 11:49 AM St. Lucie County Utilities 2300 Virginia Avenue Fort Pierce, FL 34932 ACCOUNT SPIVIMARY, ' C„rr en; Bdl.•ma.;it' -.5.05 §�';., I � r•-iT..� Sj.: ^t ' • ,.; • $.t;'0 � 1 ,,,. .ww �vu.Y"u4'Rn.-P - _ - '- - — Aolustnts ". i Sy Di! i .: Y"""" s Customer k RING NEPTUNE ESTATES D 3 {,. .....�,.. blaster Bi o Number ._. , Discourts , • � _ ., _ • Prermses "C:< �10179 KING WEPTUNE LN UNR C 2 ...„,. Status. .Nevv Current BaLnca S;gy ... _ - - ¢�Unb0led Cltarge3:_ ., • 5:80 �:; _ View Zero Charges: t,ccaU t 6a anca $;40 - Ledger History - (.� Trans Date Styli. ( Descnpfion_ :[�: Tran Amt; Balance SERVICE ORDIRS I2B-AUG 2008 22 AUG-2008 NIA Payment CHK 1387.80 0 00 - r28-AUG 2008 22 AUG 2008 N/A SEWER DEPOSIT 75.00 1387.8 _ f i Pr - - 6 COLLECTION SUPARAARY f,CreditTtsting - A Exceflentl I Pay13Y ck• - '. `Yf I Penalty Exempt Y .`-N i Beginhng Balance as of 2B-AUG-2008 00 , Bad L3ebt Exempt- - "NJ # - - _ a•k, a - Item Dealt ., •• P Ja` it .. sc.alFast G,e 5.00 t ,- .. .. _.t _ r ,.�., _ _ , I : UdUffle3 Penalties. , S.QO'-"I .. • ". ` Total DeUoquent `; $.GO i_', ,.. _ -_.. • t _ �: 1 Address waamasy E Pe ord .313 .. ; . I .. ., -- I OsC .. _:._.... ...... .... ....-_._...... _ .: .. ...... .... .' .. .._.... ... .. .. Done - • - ` ° - - - �i: Local intranet I Protected Mode Off ;� 'C 100 7 -, •_ Tuesday, Mar 20, 2012 11:50 AM Florida Power & Light Company O March 19, 2012 Reel Deal Venture Capital, LLC P.O. Box 1715 Jensen Beach, Florida 34958 Re: 1.0177 & 10179 King Neptune Lane, Jensen Beach, Florida To whom it may concern : This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sinceiel�,, -, Vicky Nollp r. Technical Specialist an FPL Group Company Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 FLOOD HAZARD NOTICE PERMIT NUMBER: 1202-0040 LOCATION: 10169 S OCEAN (PROJECT) DR JENSEN BEACH CONTRACTOR: LEIF BRUCE NEANDROSS DBA: NEANDROSS ESTATE HOMRS'1'F OWNER: REAL DEAL VENTURE CAPITAL LLC NOTICE This Notice is to inform you that your property is in a Flood Hazard Zone. 02/21 /2012 This means that the elevation of the first floor must be set at 9 feet, NGVD ( mean sea level ), or 18" above the crown of the road, whichever is greater. NO CONSTRUCTION is to proceed beyond the 1 st floor / slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building Division of the St. Lucie County Community Development Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement Board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues. A fine not to exceed $500.00 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place, nor will any inspections be made until the required certification has been received and ap oved. Signature Date Planning & Development Services Building & Code Regulation Division - Fees/Payments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 ff Phone: (772) 462-1553 Fax: (772) 462-1578 l� Address 10177- KING NEPTUNE LN BLDG Owner(s) REAL DEAL VENTURE CAPITA Unit # City / State / Zip JNB FL 34957 Parcel# 4502-801-0010-000/E urisdiction CTY Zoning HIRD -ot# uture Land Use Residential Urban Subdivision 4502801 Block j Permit Type 0807-0159 `pplication Type Commercial Foundation ,Building Permit w/o subs Void Activity Type New + I Reow red fi+3:tt Other Stories 1 tomatic Sprinkler System? ❑ Code Type •;• Account •;• Quantity Amount PlanR735 06-Plan Review - Commercial/Resid 491 2415 322000 200 :$75.00 Pay Date Posted Paid? Fee 07/09/2008 ❑ PlanR735 06-Plan Review - Commercial/Resid 491 2415 322000 200 $75.00 07/09/2008 Yes Impac812 06-Impact Fee - Library - DistrictA 615 0000 229025 000 $384.00 08/22/2008 Yes Park1817 06-Park Impact Fee - District 615 0000 229029 000 $1,320.00 08/22/2008 Yes Publi822 06-Public Bldg Impact - Correctiona 615 0000 229027 000 $672.00 08/22/2008 Yes Publi823 06-Public Blding Impact - General 615 0000 229028 000 $336.00 08/22/2008 Yes Roadl836 06-Road Impact Fee - District 5 So 1 615 0000 229005 000 $2,232.00 08/22/2008 Yes Schoo841 06-School Impact - Multi Family 615 0000 229014 000 $8,031.00 08/22/2008 Yes Impac804 06-Impact Fee - Law Enforcement 615 0000 229034 000 $501.00 08/22/2008 Yes Impac802 06-Impact Fee - Fire/EMS 615 0000 229024 000 $306.00 08/22/2008 Yes - PlanR735 06-Plan Review - Commercial/Resid 491 2415 322000 200 $75.00 08/22/2008 Yes - BIMS651 06-BIMS 491 2415 322050 200 $5.00 08/22/2008 Yes Permi685 06-Permit Fee - Residential & Comn 491 2415 322000 200 $327.00 08/22/2008 Yes • Renew858 06-Renewal of Permit 491 2415 322000 200 $75.00 12/21/2009 Yes )ate Entered 07/08/2008 1 Date Paid 07/08/2008 Entered By humphreya Historical? No Receipt # Amount Date Posted 0000064117 $75.00 07/09/2008 0000065033 $14,189.00 08/22/2008 0000072276 $75.00 12/21/2009 Paid By VILLADELTACONSTRUCTION CORP LLC •; Payment Type ' CK •;• _ _ ;Check (CK), Cash (CA), Check # 1095 .'. Mastercard (MC), Visa (VS), Fee Waived (FW), Money Order Credit Card Number '(MO) i :redit Card Authorization Issued To ;VILLADELTA CONSTRUCTION CORP LLC Received By gersteml Date Paid 08/22/2008 $ 14,339.00 • . $14,339.00 $ 0.00 To refresh the balance, please click the 'Refresh Data' button at the top of the form March 14, 2012 SEPT DEJ ZAN0, ft- 292 Sussex Circle Jupiter, FL 33458 (561)741-0167 Fax: (561)741-4778 TRADEWINDS/KING NEPTUNE JENSEN BEACH, FL PERMIT# 1202-0040 The following is a summary of revisions as required per ST Lucie County plan review. This letter pertains to the revisions made to the construction drawings and associated paperwork. PLANS EXAMINER Comment 1: 2 sets of Truss Plans and Cut Sheet cover pages have been signed and dated. Additionally, Engineer of Record information has been entered on the Cut Sheet cover page. Comment 2: The French doors have been relabeled "non -impact" on Sheets 2L & 2R. A corresponding Shutter Detail has been added to Sheet 3. Comment 3: The roofing material design pressures have been added to the Product Review Affidavit. Additionally, an NOA for Storm Panels has been added to the affidavit. Comment 4: The Post/Girder Detail on Sheet 6 has been revised to correspond with Truss Company layout. Additionally, the floor truss spacing has been revised to 24" o.c. to match Truss Company. Comment 5: Dryer vent termination has been shown on Sheets 2L & 2R. Comment 6: Bathroom exhaust terminations have been shown on Sheets 8L & 8R. Comment 7, 8, 10, 11: A table of notes has been added on Sheets 2L & 2R. Comment 9 & 12: Not applicable. ZONING REVIEW Comment 6: The elevations on Sheet 3 have been revised to True Elevations. The slab elevations on Sheet 1 have been revised to True Elevations. Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 03/14/2012 27113 NEANDROSS ESTATE HOMES INC LEIF BRUCE. NEANDROSS 19 BAYVIEW ROAD TEQUESTA , FL 33469 Permit Number: 1202-0040 Review Comments for Contractor Page 1 I&A19it.,VA1,C54 s T 7'/I/S7- As of today's date.the owner listed on,your application, is being notified along with yourself that the referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION OWNERS INFORMATION 10177-10179 KING NEPTUNE LN BLD F REAL DEAL VENTURE CAPITAL LLC 19 BAYVIEW RD ' JENSEN BEACH 34957 TEQUESTA, FL 33469 APPLICATION INFORMATION Permit Number.' 1202-0040 Activity Type: New Permit Type: Multi -Family Residential REVIEWS AND COMMENTS Application Type: Master Permit w/subs OtherActivity: Stories 2 Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete 02/23/2012 Documents Missing Pending Audrey Humphrey 02/03/20121 Comment VEG PERMIT SUBMITTED. REQUIRED TO H.AVEAN APPROVED VEGETATION REMOVAL OR EXEMPTION PERMITAT TIME OF PICK UP. 2-23-2012 VEG PERMIT IN DRAWER UNDER (R) FOR REEL DEAL VENTURE CAPITAL FEESARE LOADED -A HUMPHREY z� Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 02/21/2012 2 02/21/2012 3 02/21 /2012 4 Front Counter Review Review Comments for Contractor Page 2 Comment PLEASE PROVIDE LETTER OF THE POWER COMPANY THAT ELECTRIC WILL BE AVAILABLE FOR THIS BUILDING. YOU CAN BRING.IN THE LETTERAT TIME OF PICK UP., Comment PLEASE PROVIDE ACOPY OF THE RECEIPT FOR PAID UTILITIES AND WATER AT TIME OF PICKUP. Comment CONTRACTOR/AGENT NEEDS TO SIGN THE FLOOD HAZARD MEMO IN FILE AT TIME OF PICKUP. Complete Angela Huff 02/03/2012 Plans Examiner Review Pending 03/09/2012 Dave Johnson 03/14/20121 Comment NEED TWO COMPLETE SETS OF TRUSS DRAWINGS WITH CUT SHEETS SIGNED AND C FOR 03/14/2012 2 03/14/2012 3 03/14/2012 4 03/14/2012 5 03/14/2012 6 03/14/2012 7 03/14/2012 8 03/14/2012 9 03/14/201210 03/14/201211 03/14/201212 Comment FRENCH DOORS ARE NOT IMPACT RATED AND WILL REQUIRE IMPACT PROTECTION Comment Comment NOTE THE DESIGN PRESURES FOR ALL ROOFING MATERIAL ON THE PRODUCT REVIE / 1ST FLOOR FRAMING PLAN DOES NOT MATCH 1ST FLOOR -FRAMING PLAN FROM TRUSS j / COMPANY. CHECK FG6 &FG GIRDER CONNECTIONS TO DOUBLE 2 X 4 POST vvv Comment INDICATE DRYER VENT TERMINATION ON PLANS Comment INDICATE BATHROOM EXHAUST VENT TERMINATIONS ON PLANS Comment INDICATE WEATHERING &TERMITE AREA ON PLANS PER TABLE 301(2).1 Comment NOTE ON PLANS FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALL & CEILING FINISH ARE PER FBC-R315 Comment MUST NOTE ON PLANS IF THERE IS GOING TO BEAN ELEVATOR IN THESE UNITS. IF ELEVATOR IS BEING INSTALLED DETAILS FOR LOAD BEARING WALL, ELEVATOR SHAFT WALLS, MANUFACTURES SPECS FOR ELEVATOR WILL NEED TO BE PROVIDED. ALSO TRUSS PLANS WOULD NEED TO BE REVISED AS WELL AS AN ALTERNATE LOCATON FORAH UNIT Comment NOTE ON PLANS GYPSUM BOARD MATERIAL COMPLIES WITH R702.3 FBC Comment NOTE ON PLANS CERAMIC TILE CONFORMS TO R702.4 FBC Comment AFIRE SPRINKLER SYSTEM IS REQUIRED FOR THIS PROPERTY. YOU MUST SUBMITA SPRINKER PLAN IN TRIPLICATE WITH ONE CD. INCLUDE A SUBCONTRACTOR FOR FIRE SPRINKLER ON SUB ' SUMMARY WITH A SUBCONTRACTOR AGREEMENT. A PERMIT WILL BE NEEDED THOUGH THE FIRE DEPT. ��iaficP f/o�►�w Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 To Be Reviewed by Zoning Pending Review Comments for Contractor Page 3 To Be Review by Plans Exan Complete Lydia Galbraith 02/21/2012 03/09/2012 Zoning Review Incomplete 02/21/2012 Lydia Galbraith 02/21/2012 6 Comment PLEASE PROVIDE ON THE ELEVATION PAGE (PAGE 3)THE TRUE ELEVATION AND NOT CALCULATING FROM 0'. PLEASE PROVIDE ON THE FOUNDATION PLAN (PAGE 1) THE CORRECT FFE. 2123/12 WILL BE REVISED AFTER PLANS EXAMINER REVIEW. 02/21/2012 7 Comment PLEASE BEAWARE THAT THE BUILDING PLANS, SURVEY AND APPROVED SITE PLAN NEED TO MATCH WITH EACH OTHER. THE ZONING DEPARTMENT IS NOT ABLE TO DO A FULL REVIEW UNTILL THE SITE PLAN ADJUSTMENT HAS BEEN APPROVED. ALSO NOTE THAT THEABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITINAL COMMENTS. 02/21/2012 8 Comment 2/21/12 FAXED COMMENTS. 02/23/201210 Comment 2/23/12 FILE HAS TO RETURN TO ZONING FOR SITE PLAN APPROVAL. _Z_ NOTE: Entries to this Plan Review Record that ieyo o a field check or inspection of the installation must be coordinated a inspection phase (R109) of the pmjecl. BUILDING PLANNING (Cho for 3) LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) l Floor live load (Table R301.5) V psf Roof live load (Table R301.6) psf Ground snow load psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicabley �s .(R301.2.1.1) , Seismic design category (SDC) N /A [Figure R301.2(2)] SDC C&D provisions (R301.2.2) W A Weathering area Frost line depth Termite area ' K N o A Decay area Winter design temperature Ice barrier underlayment requi d Flood hazards EXTERIOR WALL LOCATION (R302) _--1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table N R302.1) / Exterior ,g ) ns and pro- jections (R3021Tabe R3021 ROOM PLANNING REQUIREMENTS R303 throw h Ksua Natural` Area Average Minimum Natural ventilation' Use ft2 Width ceilin '— ' ceilin 5'-0" li ht 8% floor area 4% floor area Living 120 7'-0" 7 0 � 8% floor area 4% floor area Dining 70 7'-0" p�� 5 —0„ 8% floor area 4% floor area Kitchen N.A. N.A. &—on .8% floor area 4% floor area Bedroom 70 7 —0 7'-0" .51-0„t 3 square feet 11/2 square feet . Bathroom N.A. N.A _ 7`-0" ` See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" mt ver plumbing fixtures. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) � (A Private disposal (Appendix l) GLAZING (R308) o ySf Identification (R308.1) N (A Louvered windows or jalousies (R308.2J ri Si Human impact loads/hazardous'locations (R308.3/008.4) /V (ft Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) jV No opening between garage and sleeping room (R309.1) /V(/ Opening protection (garage to residence); 13/e' solid, wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) `✓(A Garage -dwelling separation;'/5 gypsum X re- quired belrd on ow habitable garageside, (R309P2) -�=s= Floor surface noncombustible; sloped floor (R309.3) N/lA carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRES 310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) AI/ A Window wells (R310.2) Exit balconies (R311.2.1) Exit access or hallway >- 3' (R311.3) — — One exit from each dwelling unit (R311.4.1) Exit door >- (310" x 6'8") (R311.4.2) Landings for doors (R311.4.3) Stairways; minimum width = TO"; maximum stair rise = 73/4 ; minimum tread =10" with 3/4"-1'/4' nosing; minimum headroom = 6'8" (R311,5) Landings for stairways; minimum dimension 36" (R311.5.4) Special stairways (R311.5.8) it/ A Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum Tx T (R311.6.2) rpV (f� Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- BUILDING PLANNING (cont'd.) EGRESS (cont'd.) i u s Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38'; Type I or Type ll grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) jl// Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) 1N-O Opening limitations (R312.2) :SMO/KELARMS (R313) Location and interconnection (R313.2) Power source (R313.3) FOAM PLASTIC (R314) / Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLAND CEILING FINISH (R315) Flame spread (R315.1) f Smoke -developed index (R315.2) INSULATION (R316) DWELLIN UNIT SEPARATION (R317) 7Two-family dwellings: 1-hour fire -resistance rating (R317.1) f.4 Supporting construction (R317.1.1) Al /A Townhouse: 2 hour exception (R317.2) Al Continuity (R317.2.1) N (/4 Townhouse parapet (R317.2.2) W/14 Townhouse structural independence (R317.2.4) /L/0. Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) . ✓ (9 Required (R316.1) DECAY AND TERMITE AREAS (R319 and R320) Protection required (Table R301.2(1), R319.1, R320.1) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) _INS? Premises identification (R321.1) ACC,E/ 1BILITY (R322) 1/Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) Referenced standards AI(A Flame spread (R316.1) Nt/1 Smoke -developed index (R316.1) 7FLOOD-R ISTANT CONSTRUCTION (R324) _ Attic (R316.4) eneral (R324.1) azard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) 11"10*�' Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOO�TIN(R403) il bearing value (R401.4, R403.1) Footing width (see page 5) - Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <- footing thick- ness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 -7 and R403.1.6.1)' Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) -4- /. 44 Sill plate bolting in concrete/masonry ='12' di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) / wf P Footings adjacent to slopes (R403.1.7) . I//,#-_ Frost protected shallow foundations (R403.3) FOUNDAT ON WALLS (R404 - R406) Top reactions, support, anchor bolt spacing - / (Tables R404.1(1) and R404.1(2)] Mason ryry and concrete foundation walls (R404.1.1, R404.1.2) /✓64 SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] FOUNDATIONS (cont'd.) TART C OAA4 4 For SI: 1 inch = 25.4 mm. 1 pound per square loot = u.u4ry Kra a. Where minimum fooling width is 12 inches, a single wylhe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUND ION WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and 1 34 Tables R4041 1(1) - R407.2) 404.1(11- R404. (Jan R404.1.45)] LLL Structural requirements (R407.3) inimum nominal.wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) /L/ 14 Sill plate size (R404.3) Ventilation (R408.1 and R408.2) /✓ li9f insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) 7l,9 Drains required if habitable or usable spaces �re below grade* (R405) t/ Soil class (Table R405.1) ,4/� Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) If uninhabitable, see under-flbor space (R408) FLOORS (Chapter 5 , WOOD JOISTS "AND GIRDERS (R502) Bearing (1.5"minimum on wood or metal; 3" on mas my or concrete) and lapped joists (3") Species and grade (R502.1) 02.6, R502.6.1) Joists - Sleepin areas, LL = 30 psf i ater irestraint and bridging (R502.7, (Table R502.3. i(I)] Joists - Nonsleepping areas, LL = 40 psf [Table R502.3.1(2)] / 11A Cantilevered joists (Tables R502.3.3(1) and R502.3.3 Girder spans and header sppans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.p(2)] Joists under bearing partitions (R502.4) Drilling and notching (R502.8) I.�fP Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) f tv5 Draftstopping (R502.12) -5- LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) FLOORS (cont'd.) STEEL FLOOR FRAMING (R505) WOOD ST UCTURAL PANEL SHEATHING (R503.2) ade (R503.2.1) T 'ckness (R503.2.1). Allowable spans [Fables R503.2.1.1(1) and R503.2.1.1(2)] (NSi Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)]. TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" /-V gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCR Fkn 2LOORS (ON GROUND) (R506) T ess: 311 " minimum; Concrete strength 506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) B course: 4" graded with 2" maximum ggregate (R506.2,2) Vapor retarder (R506.2.3) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENER R601) C7 esign (R601.2) omponent and cladding wind loads [fable / R301.2(2)] c/ Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)j Stud grade (R602:2) Exterior walls (R602.3) Stud spacing (R602.3.1) 6a-- terior load -bearing walls (R602.4) a /''�—Interior nonbearing walls: 2" x 3" at 24" o.d/ or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) / yf Drilling and notching. —top plate (R602.6.1) % r- S,1"7 Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] �--- " Fireblocking (R602.8) IY-V C ' (e walls (R602.9) Wall bracing method (R602.10. f and :��602.10.3) Wall bracing amount and location (Table 602.10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10,11 and R602.11) WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) 'Fastening (R603.2.4) r r / Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONSTRUCTION (R611) FORM WALL Wood structural panels (R604) Ry Particleboard (R605) General design (R611.1 and R611.2) R611.5) G�i� Type of ICF wall design (R611.3 - MAS�NRONSTRUCTION (R606 - R610) f `" Construction requirements (R611.7 - R611.9) �eneral design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION -�AjSDC C and D (R606.12) (R61he "_t ynit masonry (R607) Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R609) p'Lf j( General; window sills; performance; testing and labeling (R613.1- R613.4) �v Glass unit masonry (R610) - WALL COVERING (Chapter 7) ✓ A Wood shakes and shingles (R703.5) INTERIOR WALL COVERING (R702) Exterior plaster (R703.6) pJZ4__ Plaster material (R702.2) Stone & masonry veneer (R703.7 & Figure /A Plaster support (R702.2.1) R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each end (R703.7.3) lication and fas-�_ Gypsum board support, application tening .(R702.3.2 - R702.3.8) Veneer ties: #9 U.S. age wire or #22 U.S. g gage by 718' corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet Ceramic tile (R702.4) maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) N //� Other finishes (R702.5 and R702.6) (R703.7.4.1) EXTERIOR WALL COVERING (R703) Nli Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) N/g Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) CONSTRUCTION (Chapter 8) ROOF -CEILING % rLS 11, Lateral support and bridging (R802.8) GENE (R801) �- 1 A�5 /" Framing of openings (R802.9) Design (R801.2 and R801.3) cladding wind loads (Table ood trusses (R802. L.A.Component and R301.2(2)j -, Roof tie down (R802.' Z. 9 RSOZ 4(1) R802 401 ROOF FRAMING (R802) CEILING JOISTS [Tables N ( Fire -retardant -treated wood (R802.1:4 Without attic storage$ LL =10psf /y /;1 Framing details (R802.'1. 1 With attic storage LL = 20psf Spacing Rafter tie (4' o.c.) (R802.3.1) Species //q Collar ties (4' o.c., in upper third of attic) A-' (R602.3.1) _Grade Purlins (2" x 4" at 4' o.c. minimum) . i�01.2.3Span (Figure _tZj j. 2.3.1 Size /NS P_ Bearing (R602.: j: Li jhS P Cutting and notching (R802 : 41. 6 Engineered wood products (R802.'1. -7- ROOF -CEILING CONSTRUCTION (cont'd., RAFTERS [Tables R802.5.1(1)- R802.5.1(8)] STEEL ROOF FRAMING (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) ROOF SHEATHING (R803.. �, lfi Ventilation requirements (R806.1, R806.2, R806.4) (/ Grade ATTIC A ESS (R807) Thickness Access requirements (807.1) IV_ �4�---Wallowaible stresses/grading P R INSULATION CLEARANCE (R808) 503 2 1 1(1)J 803 � � Allowable spans jTable Insulation requirements (R806.3, R808.1) Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROOF CLA IFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) %NSP Flashing (R903.2) /1/69 Coping (R903.3) Roof drainage (R903.4) MR904) Co MATERIAL specifications; physical characteristics; identification (R904.2 - R904,4) �A� Wood shingles (R905.7) �- '=- Wood shakes (R905.8) /� Built-up roofs (R905.9) Metal roof panels (R905.10) IV/ Modified bitumen roofing (R905.11) /✓% Thermoset single-piy roofing (R905.12) _&( Thermoplastic single -ply roofing (R905.13) 1611,9 Sprayed polyurethane foam roofing (R905.14) `✓(,4 Liquid -applied coatings (R905.15) ROOF INSULATION (R906) REQUIREMENTS FOR ROOF COVERINGS (R905) / 14 General (R906.1) %U d,A Asphalt shingles (R905.2) _ Clay and concrete tile (R905.3) 1,�/ /A - Metal roof shingles (R905.4) 6✓ (4 Mineral -surfaced roll roofing (R905.5) w Slate and slate -type shingles (R905.6) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) -8- ._ .CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R1001.1) SDC D re R1001.4) R1 (R1001.3 and Spark arrestors (R1003.9,1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) . Ri003.14 and dimensions (R1001.5 and Flue area (appliance) ( ) Flue area (masonry fireplace) (R1003.15) units (R1001.5.1) Inlet (R1003.16) nbustible) (R1001.7) Cleanout opening (R1003.17) n material (R1001.9) tension (R1001.10) clearance (R1001.11) d trim (R1001.11) Fireblocking (R1001.12) CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) ng s in dimension (R1003.6) itional load (R1003.8) Termination (R1003.9) Chimney clearance (R1003.18) _ Fireblocking (R1003.19) _ Chimney crickets (R1003.20) FA OTC RY BUILT FIREPLACES (R1004) and listed (R1004.1) (R1004.2) BUILT C EY 05) 1_22Liste abeled (R1005.1) In allaty n (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (111006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) i ding envelope (N1102) pliance; material and equipment (N1101.2, N1101.3} Mechanical systems (N1103) --� Climate zone (Table N1101.2) ..1— -%now rocord 'See energy consGi VaL[Ul I F­ MECHANICAL (Chapters 12.23) t?3 P - Appliance labeling (M1302, M1303) N g f _ Appliance access (M1305, M1401) sH//tlppliance installation (M1307) eating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) /v o3 Combustion air (Chapter 17) N(/+ ___ Chimney and vent location and terminations (Chapter 10 and Chapter 18) AI(IV Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) /vim_ Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) N FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) ttv Water service location and depth (P2603, P2604) I iv f ,/' Sanitary and storm sewer location and depth (P2603, P2604) i/ P Piping support (Table P2605.1) 1 .'v SP Listed plastic materials (P2608) jN�/' Plumbing fixtures (Chapter27) j/ Water heater size and location (Chapter 28) Pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) /`" 64 Water supply and distribution system design and calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram '(P3004, P3005, Chapter 31) Al Sumps and ejectors (P3007) A1(� _ Backwater valves (P3008) Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL. (Chapters 33-42) l'vsf Penetrations of fire -resistance rated assem- blies (E3302.2) A/f Listed and labeled materials (E3303) k� Service equipment and location (E3501, E3506) f� Service size and load calculations (E3502) '1 ble fault current (E3506) Feeder requirements and load calculations (E3604) _tiff Wiring methods (Chapter 37) Required lighting and receptacle outlets (E3601, E3603) C Devices and lighting fixtures (Chapter 39) ram_ Appliance installation (Chapter40) Avai a Al/fi Swimming pools (Chapter 41) System grounding (E3507) . . . �v /!a- Class 2 remote -control, signaling and power-lim- _ Required branch circuits (E3603) ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) f `/ / ' s ado led (R102.5) A Compliance with Appendix E verified Provision p RADON CONTROL MEASURES (Appendix F) /'�//:�Provisions adopted (R102.5) //M Compliance with Appendix F verified -10- SWIMMINCs'i:4TOOLS, SPAS -AND HOT TUBS. (APPen, G) . Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Co dance with Appendix H verified P IV S WAGE DISPOSAL( pendix I) Complia a w�fh Appendix I verified Provisions adopte ( 102.5) % — EX S ING BUILDINGS AND STR CTURE',('Ap endix J) �endix J verified Provisions adopted (R102.5) C (/ ompliance with App SOUND TRANSMISSION (Appendix K) Compliance with Appendix K verified Provisions adopted (R102.5) NOTES NOTES (cont'd.) -12- David Johnson From: DFoxx@slcfd.org Sent: Thursday, March 15, 2012 3:12 PM To: David Johnson Subject: King Neptue The sprinkler requirements for the future buildings is being waived based upon the applicant redesign of buildings and roadway. Please contact me if you any questions or concerns. This will have no affect on the requirements for the building already constructed. Captain Derek M. Foxx Fire Marshal's Office Saint Lucie County Fire District 772-621-3372 E-mail: dfoxx(cDslcfd.org Reel Deal Venture Capital, ]LL C PO I3ox 1715 • Jensen Beach, IT 34958* Phonc: 772-341-61 5I a Pax: 772-679-0109 E-Mail: nifrancescaniftmail.com Date: 2/21/12 St. I.UCie COL1111Y Perinit.tillg DeparUncnt Ile: Permit Nunjbcr 1 `?02-00-4-0 Davc Johnson: The optional elevator will not be installed on the building under permit 1202-0040. If you have any questions please contact Mike Francescam at 772-341-6151 Sincere y c M, c l�ranccsc I Manager - Rcel Deal Wnuu-e Capital. I'I'(' Reel Deal Venture Capital, ]LLC 0 PO Box 1715 ®Jensen Beach, FL34958a Phone: 772-3,11-61 iI O F.Lx: 772-679-0109 E Mail: mfi•ancesc.uii@gniail.coni Datc: 2/21' 12 St. L.UCIC C OU111Y Gcniing D(--partu)ent llear I -dia: In regards to comment number 6 of your review of permit application number 1202-0040 we will he change the plans once all plan review has been completed to reflect the correct minimum finished floor elevation of above 9' on both the elevation and the foundation plan as well as show the true building elevation not calculated from 0. If you have any questions please contact Mike Francescani at 772-341-6151 Sincerely, i t dike I'raucc"rcni N`lana,;c:r - l:cc l Dcal `Jeritcu-c C itpital, L,L.C' Reel Deal Venture Capital, LLC PO Box 171,7 (Djcnsen Beach, 1,18,1958m Phonc:77`?-R11-6151 m Fas:772-67J-U109 E Mail: ndi-anccsc;ciii@givail.com G� 1);t(c: 'Zi"J 1;` 12 S1. Luck, Como h-rniimu", Divitiiuu TO -wh( iu I ilia.\ c ()11i,ccn: Please void permit number 0807-0159 and replace 1( with permit number 1202-0040, if you have any questions please contact Mike Francestani at 772-341-6151. Since hy, i\likc Fi;mk-cs(;wl \I,ul;i;;cr - 1wk.d [)Cad Vcniuw C:itiil�ll. LLC Reel Deal Venture Capital, LLC PO Box 171:5) "Jensen Bcarh, Ft, 1955a) Phone: 772-r111-6151 O Fax: 772-679-0I09 E-mail: n�francrsc:uiic�tnnaiLcom Dalc: 2i21/ 12 St. l.uci C'()tnjtY Jcr;IIIIg 1Dcpar m•ni De:u l,\(IM: The existing lMindation associated with perruit number 0807-0159 has been removed from the property as of' December 2011. If you have any questions please contact Mike 1~rancescani at 772-341-6151 Sincer \likE• l�ranr�•u:�„i Nfm]],u;Cr- i;c•cl Bcol Capital, L1!; N Lydia Galbraith From: Paula Bushby Sent: Tuesday, February 21, 2012 3:23 PM To: Lydia Galbraith Subject: FW: King Neptune - Tradewinds Impact Fees Hello Lydia, Seethe e-mails below. The Impact Fees have all been paid, so we would not access any additional Thanks, Paula From: Michael Brillhart Sent: Tuesday, February 21, 2012 3:21 PM To: Paula Bushby Cc: Robin Meyer Subject: RE: King Neptune - Tradewinds Impact Fees Paula, I concur with your interpretation. The adequate impact would have been assessed with the previous impact fee payment. Thanks, Michael From: Paula Bushby Sent: Tuesday, February 21, 2012 3:02 PM To: Michael Brillhart Cc: Robin Meyer; Lydia Galbraith Subject: King Neptune - Tradewinds Impact Fees Hello Michael, Back in 2008 we received Impact Fees for the King Neptune construction. A permit for the foundation was issued and construction was begun and inspections were made. We collected the Impact Fees on the Foundation Permit. Shortly after King Neptune failed. Recently Tradewinds submitted a Site Plan to takeover King Neptune. The foundation that was issued and the Impact Fees that were paid were calculated on a three unit building under the 2008 Impact Fee Schedule. The Tradewinds are going to permit a 2 unit building. It is my opinion that they are replacing the same use and that the vehicle trips for the 2 unit would not be more than the 3 unit, so no additional Impact Fees would be charged. Before we discuss this with the contractor for Tradewinds, I would like to know if you have another interpretation or agree with mine. I appreciate your assistance with this. Paula Paula Bushby Permitting & Zoning Supervisor St. Lucie County 772-462-1558 772-462-2522 (fax) bushbvp@stlucieco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and ! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 6 19 BOARD OF COUNTY ' PLANNING & DEVELOPMENT COMMISSIONERS SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 `� 12 • DATE: � NO. OF PAGES INCL. COVER.TO: nean A c c FaavD 0 CKY-;5 J-n c- ATTN: I�fP. RE: SENDER: Lydia Galbraith PHONE #: 462-1555 COMMENTS:►tcP . !-SCc.e_SS�� C,�CJ Ln��S L�JLi V 1-r 1Ln�r �i� O'd-C)LA wo ��� �� to you 6 • �1�m�:l raAreoss Is L 6 c cx em �9 Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 2 Phone: (772) 462-1553 Fax: (772) 462-1578 Zoning Review Incomplete Lydia Galbraith 02/21/2012 02/21/2012 1 Comment THE GENERAL CONTRACTOR IS ON HOLD. PLEASE CONTACT OUR CONTRACTOR LICENSING DEPARTMENT FOR DETAILS (772) 462-1542 02/21/2012 2 Comment THE SURVEY IS INCOMPLETE AND NOT LEGIBLE. PLEASE CHECKALL THE DIMENSIONS OF THE BUILDINGS. AS FARAS WE CAN READ THEM, THEY SEEM TO BE INCORRECT. THE SURVEY IS MISSING THE FRONT SETBACK OF THE BUILDING TO THE PROPERTY LINE. 02/21/2012 3 Comment IT IS NOT CLEAR WHICH BUILDING YOU ARE GOING TO CONSTRUCTAT THIS TIME. 02/21/2012 4 Comment PLEASE PROVIDE SIGNED AND SEALED TRUSS PLANS SIGNED AND APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD. 02/21/2012 5 Comment THE EXISTING PERMIT (0807-0159) FOR THE FOUNDATION OF FORMER BUILDING C IS EXPIRED. PLEASE PROVIDE LETTER TO VOID THE PERMITAND REPLACE WITH THIS NEW PERMIT. WHAT IS GOING TO HAPPEN WITH THE EXISTING FOUNDATION? THE FOUNDATION DOES NOT HAVE THE SAME FOOT PRINT AS THE PROPOSED BUILDING. 02/21/2012 6 Comment PLEASE PROVIDE ON THE ELEVATION PAGE (PAGE 3)THE TRUE ELEVATION AND NOT CALCULATING FROM 0'. PLEASE PROVIDE ON THE FOUNDATION PLAN (PAGE 1) THE CORRECT FFE. 02/21/2012 7 Comment PLEASE BE AWARE THAT THE BUILDING PLANS, SURVEYAND APPROVED SITE PLAN NEED TO MATCH WITH EACH OTHER. THE ZONING DEPARTMENT IS NOTABLE TO DOA FULL REVIEW UNTILL THE SITE PLAN ADJUSTMENT HAS BEEN APPROVED. ALSO NOTE THAT THE ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITINAL COMMENTS. Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 10169 OCEAN (PROJECT) DR S City/State/Zip: JENSEN BEACH FL 34957 Parcel # : 4502-801-0010-000/5 Jurisdiction: St. Lucie County Zoning: HIRD Lot#: Block: APPLICATION INFORMATION Permit Number: 1202-0040 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: LEIF BRUCE NEANDROSS Business Name: NEANDROSS ESTATE HOMES INC Business Addr: 19 BAYVIEW ROAD City / State / Zil REVIEWS AND COMMENTS Review Type Status Documents Missing Pending TEQUESTA , FL 33469 Owner(s): REEL DEAL VENTURE CAPITAL Application Type: Master Permit w/subs Other Activity: Stories: 2 Automatic Sprinkler System? Fax Number 561-743-4732 Reviewed By Date Started Date Complete Date Released Audrey Humphrey 02/03/2012 1 Comment VEG PERMIT SUBMITTED. REQUIRED TO HAVE ANAPPROVED VEGETATION REMOVAL OR EXEMPTION PERMITATTIME OF PICK UP. 02/21/2012 2 Comment PLEASE PROVIDE A LETTER OF THE POWER COMPANY THAT ELECTRIC WILL BE AVAILABLE FOR THIS BUILDING. YOU CAN BRING IN THE LETTER AT TIME OF PICK UP., 02/21/2012 3 Comment PLEASE PROVIDE A COPY OF THE RECEIPT FOR PAID UTILITIES AND WATER AT TIME OF PICK UP. Front Counter Review Complete Angela Huff 02/03/2012 To Be Reviewed by Zoning Pending To Be Review by Plans Exar Pending Lydia Galbraith 02/21/2012 TRANSMISSION VERIFICATION REPORT TIME 02/19/2012 17:40 NAME SLC CODE COMP FAX :'7724626448 TEL : 7724622963 SER.# BROE5J278861 DATE DIME 02/19 17:40 FAX NO./NAME 917726790109 DURATION 00:00:48 PAGE(S) 03 RESULT OK MODE STANDARD ECM BOARD OF COUNTY COMMISSIONERS -na: 6-19 - o , c�- PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6445 PHONE #: (772) 462-1553 DATE:I' 12� NO. OF PAGES INCL. COVER: ATTN: I Vim. C 1 RE: SENDER,: Lydia Galbraith PHONE #: 462-1555 COMMENTS:�s wQ - -- . l .- 1, 1 .-I L I r 1 Planning & Development Services • Building & Code Regulation Division Fees/Payments Permitting Department • 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address 10177 KING NEPTUNE LN BLDG Owner(s) REAL DEAL VENTURE CAPITA Unit # City/State/Zip JNB FL 34957 Parcel # 4502-801-0010-00WE urisdiction CTY Zoning HIRD -ot # uture Land Use Residential Urban Subdivision 4502801 Block APPLICATIONo- • Permit Type :Commercial Foundation - - - - -- -- 0807 0159 `pplication Type Building Permit w/o subs _ J Other Expired *x Activity Type New Stories !1 ( tomaticSprinkler System? ❑ 4§4 I Rpauirzd rid Pay Code Type Account •;• Quantity Amount Date Posted Paid? Fee PlanR735 106-Plan Review - Commercial/Resid 491 2415 322000 200 $75.00 107/09/2008 l ❑ PlanR735 06-Plan Review - Commercial/Resid 491 2415 322000 200 $75.00 07/09/2008 Yes Impac812 06-Impact -rb, uy"l�Dis rictA 615 0000 229025 000 t$384gOq 08/22/2008 Yes Park1817 Par Impact Feeh District A 615 0000 229029 000 320s0 08/22/2008 Yes Publi822 06�F-'ubli Bldg Impact - Correctiona 615 0000 229027 000 ffil00 08/22/2008 Yes • Publi823 OG=P�ublrclBldlniElmpact -General 615 0000 229028 000 $33�} 08/22/2008 Yes • Roadl836 odd Impact Fee -District 5 So 1615 0000 229005 000 2�232?0© 08/22/2008 Yes Schoo841 6ySc o61 tm act - Multi Family 615 0000 229014 000 t03'I.00 08/22/2008 Yes • Impac804 �0.6� gg30 L Fnforcement 615 0000 229034 000 00 08/22/2008 Yes Impac802 6-Impact Fee - Fire/EMS 615 0000 229024 000 Q6!. 0 08/22/2008 Yes PlanR735 06- an Review -Commercial/Resid 491 2415 322000 200 $75.00 08/22/2008 Yes BIMS651 06-BIMS 491 2415 322050 200 $5.00 08/22/2008 Yes • Permi685 06-Permit Fee - Residential & Comn 491 2415 322000 200 $327.00 08/22/2008 Yes Renew858 06-Renewal of Permit 491 2415 322000 200 $75.00 12/21/2009 Yes )ate Entered 07/08/2008 Date Paid '07/08/2008 Entered By humphreya Historical? ;No Receiot # Amount Date Posted 0000064117 $75.00 07/09/2008 0000065033 $14,189.00 08/22/2008 0000072276 $75.00 12/21/2009 Paid By VILLADELTA CONSTRUCTION CORP LLC . •;• Payment Type jCK •;• — -Check (CK), Cash (CA), __.__..-i. • :Mastercard (MC), Visa (VS), Fee Check # 1079 ••• Waived (FW), Money Order Credit Card Number (MO) :redit Card Authorization Issued To IVILLADELTA CONSTRUCTION CORP LLC Received By humphreya Date Paid 07/08/2008 - - $ 14,339.0( • . $14,339.00jjjjjj� $ 0.00 To refresh the balance, please click the 'Refresh Data' button at the top of the form PT-ANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 ]BUILDING PERMIT SUE -CONTRACTOR SUMMARY C will be using the folloowing sub -contractors for the (Company/Individual Name) project located at SbL �� -W O —Ocyd A (Street address or Property Tax ID #) It is aanderstood that 0 there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise tlae 8uiydi'r_g anJ Zwi ina Dcpa', tment of St. Lucie County. l — Trail; i. - _.I . _.- Name of Company/Contractor St. Lucite County/ State of Florida License Number Electri.caIl bbo/LGA-_' LLEL ► e- l L CL lsb6 236� Plumbing I t 1 Lv 'It3 I L L L c_pL H VAC/ .l i �L, li(�i�il �(� fi �� (�, C Mechanical C- 85 S/ 3� Roofing Gas � I f i _ t OFFICE USE ONLY: PERMIT ISSUE DATE: _I �? NUMBER.- PLANNING & DEVELOPMENTSERVICES DEPARTMENT l BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT i 3tof SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): EL 2-30-5 ,b0JL&t," _ L L `V l C , �N_K have agreed to be the (Company Name/Lodividual Name) —kV (c_I--- ` sub -contractor for )\X" ►bAcxS 65Arm- c� (Type of Trade) (Primary Contractor) for the project located at SU% - P61- ool O -Gvo IS (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 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) i. ;%;,-.1 P E' :lE' R EQU,ifIil?1) �,� jL � d v_ (23 tz 9GA PRINT NAME 1JATE Business Name: / ,-& - Address: City/State/Zip: --�_ 1>2 (: — Phone: & email: OFFICE USE ONLY: PERMIT #.—' �— ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BIUILIDING & CODE (REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): At%-PHAPLUMS] N G� . Ll ,C, have agreed to be the (Company Name/Tndivid al Name) 1 Nll sub -contractor for 40—bs (Type of Trade) (Primary Contractor) for the project located at qI0_- Zi -aU,0 (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 wilI immediately advise the Building and Zoning Department of St. Locie 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) U _V1 tic Ax SI ATURE PRINT NAME DA E Business Name: A L?M l� PL A BIMCLUCK Address: ),.j5 0 C-AKE AVF_' U A City/State/Zip: _1 A �F_ WORI-H I FL. 334� Phone: (77,2) w - /% LiLi __ email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: `<� � State of Florida Certification Number (If applicable): Q. y SCSI.) 1 n S ��� COV �V� have agreed to be the (Company Name dividual Name) 1 W0 p `, sub -contractor for ,m � f-\Pvz,)-",- (Type of Trade) (Primary Contractor) for the project located at q � 01 " %I -oJ) o -cz,,;:. (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 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) ORIGIN SIGNATU S ARE REQUIRED n 1 S i MTf ARE PRINT NAME DATE Business Name: Address: City/State/Zip:`_-P L 3 'A99 I Phone: om—�f3 c�—� email: C_Q^,tS�Q C>`C_+� (.j��✓1 OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: �)- (::,60-� StAJ te of Florida Certification Number (If applicable): rf-yi 5 k r i S <<\ have agreed to be the (Company Name/Individual Name) Lo_& sub -contractor for (TypeJf Trade) (Primary Contractor) for the project located at /L-K Z- �0l -0c W- ow S (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 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) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: �303 email: PERMIT * ISSUE DATE JOSEPH E . SMITH, CI-r>?r{ OF THE CIRCUIT COURT - SAINTLUCIE COUNTY FILE # 3668751 OR )K 3358 PAGE 933, Recorded 0`"S •7/2012 at 10:30 i PF.RMITNUMBER: L - NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. / 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: V701#k l •GUIO iL 5 SUBDIVISION—BLOCK—TRACT--LOTBLDG UNIT anEwra�< 'gut6 rule IV' &L fibr1UaC 2. GENERAL DESCRIPTION OF IMPROVEMENT: D6� CQ 3.OWNER INFO TI N: a. Name b. Address 15 'ISWI (I..)f`) c. interest in property d. Name and address of fee simple titleholder (it other than owner) 4. CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER:0C &-N2oCC lK 1 ti7r 14,-PeF= , .la( 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER ANDBPND AMOUNT: I)t&— 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: A_ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notic::f con;mcaamant (the expiration dat: is 1 year from the date of recording unless a different date is specified) 20__. WARS]IN (I QIInTTR AHKP,AYMIWS MADE BY TI1 QWNER R. , HE ��II�ATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED 1'vOPROPER PAYAIFNTS UNDER CHAPTER 713. PART I SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT MI! - , `JCL yF3cr-SCAUI-&oG-silr �4tn&4&L Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Dlrector/Partner/Mannger State of Florida��,{���l� County of � rT!c�. � o �Q y The foregoing instrument was acknowledged buforc me this ay offf 20J-21 (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: _ `,�, ' L-4—, ' NANCY MANULI MILANO 0LQ. MY COMMISSION # DD947707 LEXPIRES t tMJ Dooember 19, 2013 (Printed Na a of Notary Public) (Signature of otary Public)' aysatsa Under penalties of perjury, I declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and belief (secti-).n. 92.525, FloAda Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OMeer/Director/Partner/Manuger who signed above: B By _ Rev. OB11N1(g71RaoNingl I STATE OF FLOR ...S`T`°L;i?i�l COi1P PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, Nl_ D1-()616 Ck_'AD (Parcel Id#/Lega➢ description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Don,elopmo,nt Per --nit, ET Nunib,;r , I acknowledge that as 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 drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. r ` Imon � �►��� t!� �� f N t bCAL- E/Lr.,7(LVZC CA0(—JGC,C.LC Owner Name (Please Print) Owner Sigiah:re Date STATE OF FLORIDA, COUNTY OF �I Y 1 ACKNOWLEDGED BEFORE ME THIS DAY OF �Q,>r(.LtlQa2.i.l 20 a" , BY _kIjL6WHO IS PERSONALLY KNOWN TO ME �OR WHO HAS PRODUCED _ _ _ AS IDENTIFICATION. SIGNATURE OF OTARY PUBLIC TYPE OR Pit NT NOTARY nOMMISSION NUMBER NANCY MANULI MILANO (SEAL) MY COMMISSION # DD947707 EXPIRES December 19, 2013 3 F1orideNotaryServloe,com SLCPDSD Revised 08/24/2010 (407)399•0'5 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3647118 OR B01 )3339 PAGE 1337, Recorded 11/15/2015 ' 06:39 PM Doc Tax: $2100.00 Prepared by and Return to: Christopher J. Twohey, P.A. 844 E. Ocean Blvd. Ste, A Stuart, Florida 34994 Parcel ID $y e d D This In en ure, Made this h da of November, 011 A.D., etWeen King N pt c I)cvclopment or oration, a or oratio a is tng under the law o the State of Florida ofthe County o .Lucie, State 'lorida, ntor, and Reel Deal Venture apital, LLC, a Flort a limited liability company whose address is: 19 Bayview Rd., "I'equesta, FL 33469 ol'Ihc County of Martin, State of Florida, grantee. Witnesseth that the GRANTOR, for and inconsideration ofthe sum of ---------------------------------------------------------------TEN DOLLARS ($ 10)----------------------------------------------- DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereor is hereby acknowledged, lids granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land. situate, lying and being in the County of St. Lucie State of Florida to wit: lJnit Nos. AA A-2, A-3, B-1, B-2, 11-3, C-1, C-2 and C-3 of King Neptune Estates, a Condominium, according to The DeclaratioS corded ��3111, Page,, QaP P„�,' ^�r ^- ibits at{t�asneadtents)LFtereof,ublic Records of S .Lucie County, Flo ida, to etlded share in the commo ele ents app rten nt to sue lJnit and all of r aD rtenanc to s eh U Itaseelara 1 n o on niu SIJBJEC TO 1. "faxes or t e year 2012, and all su seq ent years ?. 7-onin rest fictions, prohibitions an oth r�,qwrernents ' po ed by g vernmcntal oriry; 3. Restric on d matters app ng o theothe sec mmon t the ondominium; and 4. Public u 'liw e n ecor , if a v. and the grantor does he'-r y CTy warrant the title to sai-lan�ft ,, and will defend the same against lawrul claims of all persons In Witness Whereof, the grantor has hereunto set its hand and seal the day and year first above written. Signed, scaled and delivered in our presence: King Neptune Development Corporation ;. _ By�1_--_�---- (Seal) �1 Aurelio F. Pereira, President P.O. Address: 1425 SE Village Green Dr.. Port St. Lucie, Fl. 34952 (Corporate Seal) Printed ' Witness STATEI 0FI Florida COUNTY OF Martin "lie 11orsgoitig-i6strum nt President of Kirxg Neptune DSY06prl nn_ or he has nroduced is tonda driver Wrt:nDtrL,nNM.[br1P.fa,tevZP�I Commission 9HEY Expires July28,20J2 5'1.P,P„C�c: amadn.�rxy Fs�, w.r-�., eratesrare o, y My Commission Expires: F. Pereira, Iv known to REEL DFAI. 844 E. Ocean Blvd. Ste. A Stuart, Florida 34994 ` ( JO SEPH - TH. CLERK OF THE CIRCUIT CCURT S,4IN7 L U 9t i:OUNTY — 33- - CCc —j_ .=E_ D ACC a-=ivt'P 30LL.ECT'-ON: S[ .CC.CC Parcel ID Number: Warranty Deed This Indenture, Made this =- th day of November, 2011 A.D., Between King Neptune Development Corporation, a corporation existing under the laws of the State of Florida of the County of St. Lucie, State of Florida, grantor, and Reel Deal Venture Capital, LLC, a Florida limited liability company whose address is: 19 Bayview Rd., Tequesta, FL 33469 of the County of Martin, State of Florida, grantee. Witnesseth that the GRANT'V, for and in a msHeration of the sum of ------------------------------------------------------------------ TEN DOLLARS($10)----------------------------------------------- DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE end GRANTEE'S heirs, successors and assigns forever, the following described land, situate, lying and being in the County of St. Lucie State of Florida to wit: Unit Nos. A-1 A-2, A-3, B-1, B-2, B-3, C-1, C-2 and C-3 of King Neptune Estates, a Condominium, according to The Declaration of Condominium recorded in O.R. Book 3043, gage 631, and all exhibits and amendments thereof, Public Records of St. Lucie County, Florida, together with an undivided share in the common elements appurtenant to such Unit and all other .appurtenances to such Unit as set forth in the Declaration of Condominium. SUBJECT TO: 1. Taxes for the year 2012, and all subsequent years 2. Zoning restrictions, prohibitions and other requirements imposed by governmental authority; 3. Restrictions and matters appearing on the Plat or otherwise common to the condominium; and 4. Public utility easements or record, if any. and the grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. In Witness Where(] , the grantor has hereunto set its hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Printed Na Witness Printed Naj-D�rEtioiT_r�:_ Witness STA'd'L+ OF Florida King Neptune Development Corporation By,,- ��e =�-- `1 %-�`/` (Seal) Aurelio F. Pereira, President P.O. Address: 1;,25 SE village Green Dr., Port St. Lucie, FL 34952 (Corporate Seal) COUNTY OF Martin The foregoing instrument was acknowledged before me, this-` th day- of November, 2011 by Aurelio F. Pereira. President of King Neptune Development Corporation, a Florida Corporation, on behalf of the corporation he is personally known to me or he has produced his Florida driver's license as identification. Printed Name:,!, -... Notary Public W0HEY ~CFRISTO?HrR J. I My Commission Exvires: / / Property Appraiser - St.Lucie County, FL .,, Page 1 of 1 PROPERTY RECORD CARD Reel Deal Venture Capital LLC Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ­ Property Identification `ma—,801 Site Address: S A1A ,��,�CIE CO ParcellD: 4502-806-0007-000-6�� G� Sec/Town/Range: 02:37S:41 E Map ID: 45/02S Account #: 174721 Land Use: Vac Res-Cond Zoning: HIRD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Reel Deal Venture Capital LLC KING NEPTUNE ESTAT 043-631) UNIT C-1 (OR 3339-1337) Address: 19 Bayview Rd Tequesta FL 33469 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 130000 Land Value: 130000 Acres: 0.02 11/4/2011 300000 0205 WD 3339 / 1337 Assessed: 130000 Building Value: 0 11/27/2007 1600000 03 QC 2943 / 2610 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: Taxable: Taxes: 2644.96 BUILDING INFORMATION No Sketch Available No Image Available Exterior Features View: RoofCover: - RoofStruct: - ExtType: YearBlt: Frame: - Grade: EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: 0 Electric: - PrmintWall: FullBath: 0 HeatType: AvgHt/Fl: 1/2Bath: 0 HeatFuel: - Prm.Flors: - %oA/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0004-Vac Res-Cond N -Unit 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prelid=450280600070006 2/3/2012