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EL-04-345Adanac Development & Construction Services, Inc. 100 NE 84 Street, Suite 200 Miami, Florida 33138 TESTING fs ENGINEERING SERVICES. INC. Reference: Report of Subsurface Soil Exploration and Recommendations Evaluation of Subsurface Conditions For the Proposed Residence at: Dear Sirs, 11016 NW 2 Avenue Miami Shores, Florida NTES Project Number: B 081045 October 17 2008 Following please find the report of subsurface soil explorations and geotechnical evaluation for the above referenced property. Test Borings and soil sampling took place on October 9 2008 using procedures in general accordance with ASTM D -1586, the Standard Penetration Test. This report presents our findings, data, and recommendations. We appreciate this opportunity to assist you in this project. If you have any questions or comments, please call us at (305) 259 -9779. Respectful y ubmitted, NELCO Testing and En '', eering Services, Inc. Professio arcia er No. 56712 orida 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES Subsurface Soil Exploration and Recommendations For Proposed Residence 11016 NW 2 Avenue Miami Shores, Florida INTRODUCTION The purpose of this sub - surface exploration was to obtain data in order to provide an evaluation of the sub - surface conditions and recommendations for foundation design for support of the proposed construction. PROJECT INFORMATION Site survey and construction information was provided by Ms. Melissa Moonves of Adanac Development and Construction Services, Inc. At the time of testing, the property was observed to be vacant. Proposed construction consists of one single family home. SUB - SURFACE CONDITIONS Sub - surface exploration consisted of two (2) Standard Penetration Test Borings conducted conforming to the guidelines as set forth in ASTM D -1586. Testing was performed on October 9 2008. A review of the Test Boring Reports generally indicates that the site consists of various layers of sand and sand with gravel throughout the maximum explored depth of fifteen (15) feet below existing grade. Groundwater at the time of testing was encountered at approximate depths of 7.5 feet below existing grade. Please refer to the attached Test Boring Reports for classification and stratification. 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 1 NELCO TESTING AND ENGINEERING SERVICES RECOMMENDATIONS 1. Remove all vegetation, topsoil, and organic material within building areas plus five (5) feet outside the building footprint to a depth of approximately two (2) feet beneath the proposed bottom of footing elevation. The area under footings, foundations, and concrete slabs on grade shall have all vegetation, stumps, roots, and foreign materials removed prior to placement of fill. 2. Compact the cleared area to a minimum compaction of 95 percent of the dry soil density as determined by the Modified Proctor Test — ASTM D -1557 3. Fill and compact the building areas in lifts not greater than 12 inches of compacted thickness to elevate to the required grade. Fill material for areas in support of footings is to be a mixture of limerock and sand, free of vegetation, organic material, construction debris, and large rocks. Fill material for slab on grade areas may be clean sand, filled and compacted in lifts not greater than 12 inches of loose material. A minimum of 2.0 feet of fill will be required between the top of the cleared area and the bottom of footings. The maximum size of fill material (rocks) within 12 inches below the floor slab shall be no more than 3 inches in diameter. 4. Compact each lift of fill material and excavated footings to a minimum compaction of 95 percent of the dry soil density as determined by the Modified Proctor Test — ASTM D -1557 prior to placement of any additional fill required. Prior to compaction, the moisture content of each lift of fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture as determined by the Modified Proctor Test — ASTM D -1557. 5. Compaction of building site shall be verified by means of one Field Density Test for each 2500 square feet or fraction thereof for each lift of compacted soil for building pad or slab area. One Field Density Test will also be required for every 50 lineal feet of excavated spread footings, and every isolated footing excavation. Field density tests shall be performed as per ASTM D -2922. SOIL BEARING CAPACITY FOR FOUNDATIONS Our observations, exploration, and evaluation, supplemented by a review of sub -soil profile developed from the soil engineering Standard Penetration Test, indicate that the soils found, after improvements as specified, will be suitable for supporting foundations proportioned for a maximum allowable bearing stress of 2000 pounds per square foot, based on total load. 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 1 NELCO TESTING AND ENGINEERING SERVICES ANTICIPATED SETTLEMENT Provided that foundations and soils (existing and fill material), are engineered and constructed in accordance with our recommendations and specifications the maximum total foundation settlement is expected to be less than 1 inch. Differential settlement between adjacent foundations is expected to be 1/2 of total settlement. SOIL EROSION The possibility exists for erosion to occur on soils providing structural support for any proposed or existing footings /foundations. This should be considered and addressed during the design and construction process for both existing soil and structurally placed fill material in support of any footings /foundations. This geotechnical report does not address this condition, its possibility of occurring, or its prevention. 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES REPORT LIMITATIONS The recommendations submitted are based on the available subsurface information obtained by Nelco Testing and Engineering Services, Inc. (NTES) and design details provided by Adanac Development and Construction Services, Inc. for the proposed project. If there are any revisions to the nature, design or location of proposed structures, NTES should be notified immediately to determine if changes in recommendations are required. If NTES is not retained to perform these functions, NTES will not be responsible for the impact of those conditions of the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with ASTM specifications, and generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. Evaluations expressed in this report are based on field observations and data collected during exploration. Variations throughout the sub - surface profile may exist between designated boring locations, and in inaccessible areas with existing structures. These may not become evident until construction operations have commenced. Should any variations become evident, NELCO Testing and Engineering Services, Inc. must be notified. A reevaluation of the information and professional opinions expressed in this report may be necessary. Please note analysis and recommendations mentioned in this report are obtained from the borings performed at the indicated locations on the "Soil Boring Test Location Sketch" included in this report. Local variations outside of the vertical reach of the boring locations may be encountered. Descriptions represent our interpretation of the subsurface data and observations at the specific boring locations, on the date tested. This geotechnical report has been prepared by NTES for the intended use of Adanac Development and Construction Services, Inc. and the specific application to the named project as described. Any third party use of this report should be conducted with the expressed written permission of NTES. 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES Soil Boring Logs 13370 S.W. 131 Street, Suite 105, Miami, Fl. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES 4D.I.P.1I2' NO ID) 95.00' Soil Boring Test Location Soil Boring Test Location Sketch FND.I.P.1/1' ' � lN0 �)� Ci 23.65 gat 6 WEST MIAMI SHORES SEC. D (AB 454 53) LOT 3 BLOCK 13 65.64' C.L.F. R 65.74' FNb.1.P.U2' A (NO ID) tr, 0.15 135.74'(R) 136.00'(M) 0 t 13370 S.W. 131 Street, Suite 105, Miami, F133186 (305) 259 -9779 Per ASTM - D 1586, Standard Penetration Test TEST BORING LOG Client: Adanac Development & Construction Services, Inc. Project: Proposed Residence Project Location: 11016 NW 2 Avenue, Miami Shores, Florida Date: October 9, 2008 Job Number: B- 081045 Test Boring Number: 1 0- 1 2- 3- 4- 5- 6- 7. 8— 9. 10- 17 18- 19— 20— Sand with trace gravel End of Boring Dark brown (with trace liimestone gravel) Tan Dark brown Light brown Blow Count 1 2 3 4 5 6 7 8 3 3 4 2 2 2 2 4 2 2 4 3 4 8 2 3 2 5 4 4 2 2 4 2 4 2 4 6 8 5 6 4 6 8 8 Sheet 1 of 1 • , Client: Adanac Development & Construction Services, Inc. Project: Proposed Residence Project Location: 11016 NW 2 Avenue, Miami Shores, Florida Date: October 9, 2008 Job Number: B- 081045 Test Boring Number: 2 A 0— 1- 2— 3- 4- 5 - 6- 7— 12- 13— 14— 15— 16- 17- 18- 19 20- Sand 00 8 Sandy silt Sand with trace gravel Sand End of Boring Dark brown (with trace liimestone gravel) Tan Brown Light brown Tan SAMPLE. Pe 30 50 0 90 1 1 1. i.1' 1 1 "' 2 2 2 5 2 3 2 2 2 2 2 2 2 2 4 5 2 4 4 2 3 2 2 2 4 2 2 4 1 2 3 4 5 6 7 8 4 5 4 6 4 4 1111 MIN Per ASTM - D 1586, Standard Penetration Test TEST BORING LOG Sheet 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY FFederai Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name ADANAC DEVELOPMENT A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11016 NW 2 AVENUE City MIAMI State FL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22 BLOCK - PB 43 PG 85 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. Long. A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) W.6 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in B1. NFIP Community Name & Community Number 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) BI1. 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 0 No Designation Date ❑ CBRS ❑ OPA C1. 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 A1-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 DADB Vertical Datum NGVD Conversion/Comtnents hvA 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) 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. I understand that any false statement may be punishable by tine or Imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name ROBERTO R. BRIZUELA License Number 3064 Title PROF. LAND SURVEYOR Address 7319 WEST FLAGLER STREET Signature FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION B2. County Name RESIDENTIAL Horizontal Datum: to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) NA. ►_ feet _< feet bi/A. ® feet A. feet IALA. 0 feet $.94 ® feet ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) 10,90 ® feet SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Company Name ROBERTO BRIZUELA & ASSOCIATES City MIAMI State FL ZIP Code 33144 Date 4- 23-08 Telephone 305 - 551 -4393 Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) OMB No. 1660 -0008 Exolres February 28. 2009 For Insurance Company" Use: Pollcy.Number Company; NAiO NUrnber B3. State FLORIDA NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A9.b ILA PLACE SEAL HERE sq in See reverse side for continuation. Replaces all previous editions B4. Map /Panel Number 12025C0090 B5. Suffix J B6. FIRM Index Date 7 -17 -95 B7. FIRM Panel Effective/Revised Date 3-2 -94 B8. Flood Zone(s) "X" B9. Base Flood Elevation(s) (Zone AO, use base flood depth) NONE U.S. DEPARTMENT OF HOMELAND SECURITY FFederai Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name ADANAC DEVELOPMENT A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11016 NW 2 AVENUE City MIAMI State FL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22 BLOCK - PB 43 PG 85 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. Long. A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) W.6 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in B1. NFIP Community Name & Community Number 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) BI1. 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 0 No Designation Date ❑ CBRS ❑ OPA C1. 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 A1-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 DADB Vertical Datum NGVD Conversion/Comtnents hvA 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) 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. I understand that any false statement may be punishable by tine or Imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name ROBERTO R. BRIZUELA License Number 3064 Title PROF. LAND SURVEYOR Address 7319 WEST FLAGLER STREET Signature FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION B2. County Name RESIDENTIAL Horizontal Datum: to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) NA. ►_ feet _< feet bi/A. ® feet A. feet IALA. 0 feet $.94 ® feet ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) 10,90 ® feet SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Company Name ROBERTO BRIZUELA & ASSOCIATES City MIAMI State FL ZIP Code 33144 Date 4- 23-08 Telephone 305 - 551 -4393 Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) OMB No. 1660 -0008 Exolres February 28. 2009 For Insurance Company" Use: Pollcy.Number Company; NAiO NUrnber B3. State FLORIDA NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A9.b ILA PLACE SEAL HERE sq in See reverse side for continuation. Replaces all previous editions Insurarice:Company;Use IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11016 NW 2 AVENUE City MIAMI State FL ZIP Code Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD: 10.83" NOTE: THIS IS A VACANT LOT Signature Address Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) 0 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 E1 -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. 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 (seepage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/orr 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 City Date 4 -23-08 Date Telephone ❑ 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. 01. ❑ 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 FEMk4lssued 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 06. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement 08. 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 Title Telephone bate State ZIP Code ❑ Check here if attachments Replaces all previous editions MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building spection Request Date d Type Insp'n o'' v`c-- W Permit No. O� 0 V. r 1 Name Address CJ / d a cO Company �j' Phone # ( 7�) 5 ` Inspection Date f /'&' Approved Correction ❑ 7- G' �y Re-Insp'n Fee 71 Community Number Panel Number Suffix Date of Firm Index Firm Zone Base Flood Elev. 120652 0090 J 3- 2-94 "X" NONE 9p, CL Osb 0 30' CL 0.30 0.15' 12.50' > o o p • z? u- 24.00' C.L.F. i() co M N 9.94' Avocado D=2.0' H =30' C=25' SKETCH OF BOUNDARY SURVEY C.B.S. Wal 10.60' Mango D =1.0' H=30' C=25' 10.60' SCALE: 1 " =2 0' LOT 23 125.00' VACANT LOT 125.00' LOT 21 10.47' 7 NOTE: THIS SURVEY HAS BEEN PREPARED FOR EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. NW 111 STREET 9p " p2 ?pp so 10.44' 00 z U 0 U in Z5.00' 5.00' 10.83' NW 110 STREET LOT 22 AT PAGE 85 PROPERTY ADDRESS: 11016 NW 2 AVENUE, MIAMI, FL CERTIFICATION TO: ADANAC DEVELOPMENT LOCATION MAP ALTS. • 1..:. SURVEYOR'S NOTES: 1.) EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 2.) LOCATION AND IDENTIFICATION OF UTILITIES IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT. 3.) OWNERSHIP IS SUJECT TO OPINION OF TITLE. 4.) TYPE OF SURVEY." BOUNDARY SURVEY". 5.) THIS SURVEY IS NOT VALID UNLESS SIGNED AND SEALED BY THE SURVEYOR OF RECORD. 6.) ALL RIGHT OF WAYS SHOWN ARE PUBLIC UNLESS OTHERWAISE NOTED. 7.) LANDS SURVEYED AS DESCRIBED. 8.) NO UNDERGROUND INSTALLATIONS ON IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. FLOOD ZONE INFORMATION SOURCE ELEVATION PROVIDED BY nAnF COUNTY SURVEY DEPARMENT RELATIVE TO MEAN SEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 LOCATOR INDEX BENCHMARK NO. ELEVATION COPYRIGHT ROBERTO BRIZUELA & ASSOCIATES, INC. "LEGEND" P.R.M.- PERMANENT REFERENCE MONUMEMT UE- UTILITY EASEMENT P.C.P.- PERMANENT CONTROL POINT WF.- WOOD FENCE M. MEASURE R.- RECORD S.ND.SET NAIL & DISC STAMPED PLS. F.N.D.- FOUND NAIL & DISC C.B.S. - CONCRETE BLOCK STRICTURE FJJC. - ENCROACHMENT FUR- RIGHT OF WAY CL- CLEAR FJP: FOUND IRON PIPE SIP.- SET IRON PIPE 1I2 PIPE lit STAMPED F.D.H.- FOUND DRILL HOLE S.D.H.- SET DRILL HOLE CIL . CENTER UNE RES - RESIDENCE LF.E.- LOWEST FLOOR ELEVATION F.F.E.- FINISH FLOOR ELEVATION C.LF. CHAIN LINK FENCE NOTE THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSE ONLY, EXCLUSIVEL.YFOR THIS USE BY THOSE TO WHOM ITIS CERTIFIED. no SURVEY IS NOT TO BE USED FOR CONSTRUCTION, PERbDTING, DESIGN OR ANY OTHER USE WITHOUT WRITTEN CONSENT OF ROBERTO BRIZUELA. ROBERTO R. BRIZUELA & ASSOCIATES Land Surveyors OFFICE: 7319 WEST FLAGER STREET MIAMI, FLORIDA 33144 PHONE: (305) 551 -4393 FAX: (305) 266 -6112 LEGAL DESCRIPTION: BLOCK — OF "SHORELAND HEIGHTS" SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. JOB NUMBER:07- I19-455 FIELD BOOK:F11.F.S FIELD WORK DATE: 10-07 -07 REVISIONS 1: REVISIONS 2: REVISIONS 3: ; LAGEv CI% N . ROBERT I HEREBY CERTIFY: THAT THE ATTACHED SKETCH OF SURVEY" OF THE ABOVE DESCRIBED PROPERTY IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION, AND THAT THERE ARE NO ENCROACHMENTS OTHER THAN THOSE SHOWN, AND MEETS THE INTENT OF THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 61017 OF FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. Ib� rk 43 BRIZUELA SURVEYOR No. 3064 STATE OF FLORIDA 4 JEB BUSH Governor From: To: Subject: Date: cc: 1. Jones Files COMMUNITY PLANNING 2555 Stumard Oek Boulevard Tallahassee, FL 32399-2100 (850) 488.2358 • DEPARTMENT OF COMMUNITY FLORIDA COMMUNITY AFFAIRS to making Florida a better place to call home" AIR S THADDEUS L. COHEN, AIA Secretary DIVISION OF HOUSING & COMMUNITY DEVELOPMENT BUILDING CODES & STANDARDS MtMORANDUM Michael Ashworth, Manufactured Buildings Program Manager Building Officials, Manufacturers & Third Party Agencies November 28, 2006 Section 553.80(1)(d), FS specifically exempts state approved manufactured (modular) buildings bearing the DCA insignia, from further plan review by local code enforcing agencies. Rule 9B -1, FAC; and the ! Florida Building Code (FBC) do not require original signed and sealed plans for manufactured (modular) buildings to be submitted to local jurisdictions to obtain a building permit. The insignia issued by this Department attests that the plans have been reviewed and the buildings inspected by a state approved Thifd Party Agency and found compliant with the FBC. However, any code requirements not completed at the factory are considered site related and are subject to local plan review and inspection in accordance with the FBC and local requirements. Signing and 'sealing of these plans should follow local procedures. All site - related installation requirements (e.g., (foundation, electrical hook -up, plumbing, etc.,) are specifically and entirely reserved to the local authority having jurisdiction, who may require signed and sealed plans for applicable items. The;State of Florida Manufactured (Modular) Buildings Program requires its approved Third Party Agencies to maintain a set of signed and sealed plans, (either hardcopy or electronic) that have been reviewed and approved by a Florida licensed design professional or Modular Plans Reviewer. Inspection reports conducted at the manufacturing facility by Florida licensed design professionals or Modular Inspectors are also required to be on file. Local jurisdictions may require copies of the approved plans with the permit application or may rely on the plans on file at www.floridabuilding.org. For additional information, please contact Michael Ashworth at 850- 922 -6075 or E -mail: michael.ahworth @dca.state.fl.us. 2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399 -2100 Phone: 850 . 48 8.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: httD : / /www.dca.state.fl.us CRITICAL STATE CONCERN FIELD OFFICE 2798 Overseas Suite 212 Marathon, FL 330 2227 (305) 289-2402 EMERGENCY MANAGEMENT 2555 Shuman Oak Boulevard Tallahassee, FL 323892100 (850] 413 -9989 HOUSING A COMMUMTY DEVELOPMENT 2555 Slhomard Oak Boulevard Tallahassee. FL 32399,2100 (850)488 -7955 February 20, 2008 Royal Concrete Concept, Inc 3800 N.W. 16 Blvd. Suite A Okeechobee, FL 34972 RE: Manufacturer: Royal Concrete Concept S/N Size & Occupancy: RE5828 28' X 58' R -3 HWC Plan#:2026 -01 69F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2004 Florida Codes and Standards, with 2005/06/07 supplement, as noted on the approved drawings, subject to the following limitations: Sincerely, HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584 -8151 FAX: (727) 586 -3343 / (727) 585-2392 / (727) 587-0447 Modular Damn Inspection 1. Approval covers factory -built structure only (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. IS approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties). HILBORN, WERNER, CATER & ASSQCIATES, INC. ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING Permit No: 08 -1860 Job Name: Adanak February 13, 2009 1) The solar panel shown on the plans is not part of this approval and must be reviewed at a later date. 2) All sub permit applications are required prior to submittal. 3) A roofing permit and high velocity roofing application are required. I acknowledge and understand that these items must have permits submitted and approved prior to commencing any work of the same nature. Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Acknowledgement Page 1 of 1 Print name: y S Signed � f IJ I ; Permit No: 08 -1860 Job Name: November 4, 2008 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 Plans must be reviewed and approved by Miami Dade County DERM. Plans must be approved by HRS for the septic system. Provide a receipt from Miami Dade County Water and Sewer for impact fees. Provide receipt from Miami Dade planning and Zoning for impact fees. The address on the plans is incorrect. The stamps from the state are unreadable; please provide a single copy of the state stamp. The foundation plan must be signed and sealed. Provide structural calculations for the foundation and for the attachment of the structure to the foundation.. The top of the foundation must be a minimum of 8" below finished grade. ) The energy calculations are incomplete and incorrect. The information pertaining to job and location (jurisdiction) must be correct. Provide copies of energy calculations. 3 f the 1 1ations. Norman Bruhn CBO 305- 795 -2204 st." tioctioft The plans show a solar panel, is this part of the state approval ?. fits& site ) The zoning approval required color thru clay tile. The plans must include this detail. • ow cite. application ,-14) The plans show options, what options will be used? hoteti oft A-3 ,ys) All the planning & zoning comments must be corrected. The structural comments must be corrected. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building I spection Request /,, Address 40 5 co C s Company Phone # _ �O5 6 5 ` Od qT Inspection Date f AVA Approved Correction ❑ Re- Insp'n Fee ❑ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building, Inspection Request Date Type Insp'n Permit No. Name (/ (� Address �� 0 o Company Phone # Inspection Date e 4A1- MIA* SHORES VILLAGE ButbINg DEPARTMENT 305-795-2204 Buil 'n ..Inspectiop Request Address Company Phone # Inspection Date Approved Correction Re-Insp'n Fee Date Type Insp'n Permit No. 4 -- 0 ( Name Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/13/2004 Applicant: ROBERT Owner: BARRIS JOB ADDRESS: 1286 NE 95 Electrical Permit Permit Number: EL2004 -345 BARRIS ROBERT ST Contractor SAL ELECTRICAL CONTRACTORS CORP Contractor's Address: 16421 NW 83 CT Local Phone: Parcel # 1132060144050 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 3 & 4 Page 1 of 1 BLK 85 LOT SIZE IRREGULAR Fees: FEE2004 -12502 FEE2004 -12503 FEE2004 -12504 FEE2004 -12505 FEE2004 -12506 FEE2004 -12507 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $150.00 $1.20 $0.40 $3.75 $3.00 ($50.00) $108.35 Total Fees: $108.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/5/2005 Construction Value: $1,400.00 Work: SERVICE UPGARDE Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) (INSPECTOR) ;DEC 17 PAID BY: BUILDING PERMIT APPLICATION FBC 2001 Qualifier adion Q40, $ Value of. Work For this-Permit w Type of Work: DAddition, Describe Work: �(®I ea Miami Shores Village Building Departmen 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) t&vw.02.1 1 10 Phone # Owner's Address l N t 9 S 771 sT12 -e Cit 0/141q1 1-1-692,1 S State FL . Zip Plumbing Mechanical Roofing 3oS ?2 3313k Tenant/Lessee Name Phone # Job Address (where the work is being done) t r‘6 P C - cif 774-- 3 r City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 1 C_ n O 0J r Contractor's Company Name A 9Ierii; , (r. -f' `�� � Phone # ' 2-3 j' Contractor's Address tog 21 0 u g3 C � City � �I� State � `�' l Architect/Engineer's Name (if applicable) Phone # ❑Alteration Zip ,B0( State Certificate or Registration No. (3012.504 Certificate of Competency No, Square T91*MF 5£ 7 VaJa ., :New 0 Demolition Submittal Fee $ alb Permit Fee $ AS Or 0 " , e' CCF $ Notary $ Training/Education Fee $ 0 • k`4° Technology Fee $ Permit No.t O 4 3LI5 Master Permit No. oaf 0oO2z y CO /CC 5.75 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ U (Continued on opposite side) 06/12/2003 12:43 5613335743 STREAMLIr POOLSS • • ••. • •• • • • • We Offer Two Lines Of Reinovai li PAGE 02 • • ••. •• .. • • • . • ' esh'Pool Fencing. THE STRONGEST, MOST SHOCK RESISTANT SUPPORT POST THERE !3. THE PREMIER LINE. COMPOSITE FIBERGLASS POST FENCING. Our Premier Line fence inCerporates the latest technology in space age composite engineering by featuring Quad- Biit composite fiberglass support posts. Today's composites have proven to be the highest Quality and strongest materials available. They are used in all applications requiring high strength including offshore power racing boats. bulletproof vests. ,high geality ax and shovel handles. as well as commercial duty ladders and fifty -foot tall light posts. Protect -A- Child's Quact- $iltrh' composite posts are the first cornposrte posts ever deeigr;ed and engineer.d soeci'icslly as a peel fence eueport. Preeect A- Cleilo introducec composite technology to mesh cool fencing in 1991.. Since that time we have soil millions of composite fence posts throughout the world in all climates proving tneir sepertorty to aluminum ir- every category, By more than exceeding xir expectations, they have prover~ vvortby of the li *e:. °e warranty we offer against breakage cnd b:rding. C ' . ° ' r e ti e L,ne : 3;'t 77 : b' T , ; : �t7- �I rrM .`l°� ' 4 : � ; F t y s :47$ <3 S % ' L a 7Yc°!i/ 2t37t? ve•!i 17 olacx. 'attr jttr y l r a i r I t ' t a 4 r t'l P.i. wr.5•!'s. Mai;; cr.dors 7.'anSOcirenr L`r;�.�' hurrer it k. ^. r C3`Si7"i 'j . st.:(r'ef ...1°.C '�w %UL:�' .. +.'•o:. 4w /'rz,9, green. or tan. !-.+aFFgr, s are, 3 1/2' ;1.0 'reerert. 4'. f 7 2q meter), $YC 5' (1.52 molter). uvNt The strength and safety of your pool fence literally rests upon your fence support posc5 They must endure ongoing forces of tension as well as shock. Protect -A- Child's Qi.ad- artTM posts have this strength and durability to support tension and flex:with shock but will not become beet like aluminum posts independent testing shows our Quad Silt' composite posts to be stronger and more shock resistant than all other posts on the market be they aluminum or composite. Just as a stiff fishing rod can flex Conlin =ally and rigorously yet maintain its strength. resiliency, and integrity - so it is vvrth Protect - A- Child's Quad - Belt'"' posts. Eleven years of actual field use experience give 'ties the confidence to back them with a :rfetime 'rvarr my against both breakage tiro¢ bending. 06/12/2009 12:43 5613335743 STREAMLINE POOLSS _ .` •`. ' fie ' • .. •n e. s I e' : �• . °i " :'.i.~iw n� ms s+.. . ++ ;s•°y,., 4 't` ° >'4* �r '4 • ..� a + _ .� P,5-'40,,,',...,:r4 .tl .a., - . - a swM . , . „ „e .. :. w l 4 , rV Y > .r �' ,:�_L ° ' „ „ ,...•M.',, ' d, ....I Al`'w. ' + i 4s,” I' • � a ."'.a �, & ''F" e ® v+en RA r • • • Err • • • r • : : • •• • • • • • . REINFORCED ALUMINUM POST FENtIi11E S. •:. • • •: • •• Protect -A- Child's Reinforced Aluminum Fencing w our patented afety features leads the aluminum cost mesh fence market in safety as well as ac crprrrr • 11e%7 e;.ob ” W If a urr+ir►um' rods soli* reinforced with heavy wall PVC inserts for ofr•n'Are tiopel itrenbth: 'time pests have beet' independently tested and proven to be among the strongest aluminum► su!ort posts available. PAGE 03 Reinforced aturninurn Fencing is available with black, hurter green, desert ten, or vvt'ire posts. TexrileneQ mesh colors include transparent black, hunter green, or desert tan. Optional border colors include white, tar. green, ,vrd black. It is available in heights of 3 1/2' (1 +07 meters) and 4° (1.22 meters). (Not el colors available in all heights.) t UAar -BttrM C[M9POOITE POSTS ARE BACKED BY 1 L1FEfth!!E WARRANT AGAIN .STt3ME I4AGE.4PJLI uEi w1IUG* V igt BURT iN COLOR THAT PROVIDES AN ATTRACTIVE APPEARANCE .OVER TIME. Color finishes or aluminum support posts and moldings are externally applied aver silver metal. These finishes can scratch and flake leaving your fence looking worn. By comparison, the color of our Quad -sift composite posts and moldings is 'built in" with colored resins rather than simply painted er coated on. So it. will never chip, peel, or flake off. Cuad- BiltTM composite posts are also impervious to the elerrrnts so corrosion will never be a p - oblem giving you a lasting, attractive appearance and true value. 'Warranty information This warranty is to the original ourensser only end includes breakage Ind bending under repo& steer and Leer c rcumarancea. it does not include deiibarste acts or acts of nature. 06/12/2003 12:43 5513335743 • • • i•i • •• :• .•• •• • lawn Number T91 D58 222 • • • • • • • • • • • •i Product Dsscdptlon • • see • • Heavy duty fabric in a pisin ve using .025" din vinyl coated 1000 polyester con yarn in the and fill. Constructio, mars* Weight Two 0377846 197.9 172.8 157.8 1261 Tsar Strength, (Trapazodia l), Iblt D1117 -97 71.1 71.1 Elongation, % X95 24.5 22.5 Abrasion Rssistanco 03884 -92 meta= aides/ with no inking ammo Flan v bility Rating Weatherability, 1200 hours G53-96 Mildew Resistance 021-98 Tensile (grab), Ibf (ship). NO 0377 •10.0 ±.5 8.0 +.5 STREAMLINE POOLSS • • ••• • alb triel nwpitermissed a CNN •• ••• • • • • •• Ns emotion of owe yam C$ 191- 53ICA1175 No discoloration No growth 7.4 PAGE 04 .4 eras ace was ! dos Own test samba. o® k• `'' ' . ®% ~.. 1 • ° di.. ' ... 3. y 7, -. " ® . 9ik, Tr" ' !aa •s l k Nary POW fAidrista ebb i Cammamftemplms 4031 R O S S CUlRK C I R C L E T , NW • P. 0. /10X 2156 • DOTHAN, ALABAMA 3654 06112/2003 12 :43 5613335743 s STREAMLINE POOLSS PAGE 07 • • ••• • •• • • • •• e• •••• • • • • •SS • • • • • • • • • • ••• • . • • • •• •• • •• • • • ••• • •• • ••• • • • • • • • • • • • • • • • • •• properties of our PVC reinforced welded posts; represent the reason +nib obtitinue to prefer them to the x extruded post. • • • • •• • • ••• :•• ••• •• 2. Our Quad Bi tTM post is 8% stronger than the X extrusion tutaifutn pmt (e &nest competitor on strength) and 23% stronger than the Y extrulbn post 4t a tl post on the market be it aluminum or fiberglass. It also provides the benefits of com..: : materiel* over metal which include no corrosion or deterioration, shock and stress resistance, bull in cdbring vs painted on, and the fact that the posts do not shear off when stressed. 3. Our new Quad Bilt post is 13% stronger than our previous "Fiber©uard" solid fiberglass rod reinforced, plastic core mandrel, composite posts and 23% stronger than competitors hotiow, plastic mandrel, composite posts which did not Incorporate the solid rod reinforcement Insert. (The weak, hollow, plastic mandrel fiberglass post is/was used by some competitors as their composite post. Their poor experience with those weak poets could explain their negative opinions of fiberglass composite posts in general) Legend to test symbols: X en .083' Aluminum extrusion post with X cross member inside. (Commonly used by Roil -a -way Pool Fence, Lifesaver, and Baby Guard) Y = .083" Aluminum extrusion post with Y cross member inside. (Commonly used by Pool Barrier) AN = Protect -A -Child aluminum post without PVC insert. At = Protect-A -Child aluminum post with PVC insert. F Prated-A -Child Fiberguani post with solid core. Ftt = Fiberguard post without solid core. (Similar to competitors fiberglass posts which do not contain solid fg cores.) t = Quad aft post E ffi Eskott post G Protect -A- Child's gate support post. B .063' hollow aluminum pest with .123' aluminum insert. (It is questionable whether this post is representative of any post offered on the market. Baby Barrier (Remove) uses an aluminum post with an aluminum insert but it is unknown whether the post is .049 thickness or .083" wail thickness with a .123" insist) 06/12/2009 12:43 5613335743 • .. • • • • • • REMOVABLE MESH P0O1„•f NCE.: • • • • • • . • POST STRENGTH TEfl ': ' •. :: •: • • ... ... • .. Reese note this is not a test of actual pool fence strength. iftejggeljteggth of en installed fence is far greater than t = ro 'n , - s Thera was rremostp snitched to the posts in this test and the strength results in no weir , ,. `cgtel a renith lewjs dart installed fence. In an installed fence, pluralities of posts come intb filmy Atom ttje$egcp stressed since the mesh material interconnects all posts. The test results are useful only as a comparative strength reference between aluminum and fiberglass posts commonly found in the mesh pool fence market. Post tests were performed by an outskie independent testing firm and not by Protect- A-Chad Systems or any company with an interest in the mesh pool fence business. We are simulating the amount of force it would require to break an individual post should a child walk up to iI and push against it at the test height, Posts had screw holes drilled in them just as they would wtlen assembled in an actual pool fence. Posts were tested (puled) at a height of 38' from ground level and were pulled in the direction opposite the placement of the screw holes. (This Is very important because once holes are drilled In an aluminum post it weakens the post significantly If the post is pulled in a direction away from the holes. Breakage always occurs where the bottom hvia has been drilled in the metal. This fact, along with the possibility that compatriots' test results may have been obtained by testing at much lower heights (resulting In higher reesdrhps) could explain the wide discrepancy between ours and competitors claimed strengths. It should be noted that the only true comparison of post strength can be made according to our teat criteria.) STREAMLINE POOLSS PAGE 06 ... • • • ... • • • . .. • • • • • • • • • . .. • • • • • • • • • ... •. • • .. It should also be noted that al aluminum posts, with the exception of our aluminum post with PVC insert, fractured and sheered off at the base of the post where it exited the sleeve and where the bottom screw hole was drilled. While our aluminum post with the PVC insert cracked as did the other aluminum ports, the flexible plastic PVC Insert did a better job of preventing the post from separating into two pieces and shearing completely off. This is important because e sheared post could leave jagged metal edges protruding up from the patio and down from the post causing a hazard for a chid. Further the sheared post offers no protection whatsoever. None of the fiberglass posts sheared off. They merely cracked In approximately a 2' range up the post. The post itself remained in one piece keeping the fence anchored to Its hole. This prevents the fence post from being lifted up and continues to provide an element of protection. It should also be noted that in er fg post breakage scenario, although cracked, the cracked portion of the post remained rWind the mesh away from tiny fingers. This means children cannot come into contact with the cracked portion of the post as some competitors claim. It Is Interesting to note the following when comparing post strength according to the 3$" height test results: 1. Our SILVER SERIES aluminum post with PVC insert is 13`36 stronger than the Y extrusion post used by Pool Barrier. It is only 3.8% weaker than the X extrusion post used by many competitors and considered the strongest of the aluminum support posts. In addition, our welded aluminum posts maintain the advantage of true wall thickness end post diameter vs. ?he extruded posts where both well thickness and post diameter can vary greatly often resulting in impossible or improper fit into patio sleeves. The nearly equal strength and 100% perfect fit Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESITLT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachm '. t Also, a certified copy of the recorded notice of commencement must be posted at the job site Signature for the first in An on which o c seven days after the building permit is issued In the absence of such posted notice, the inspection wil approved an • ein .. on fee will be charged : `� L signature r Mr Owner o Age Contractor The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this 7 208 ` , b V-f l ll-_� Y n K1 day of , 20 by RP17?OYr ft 'V who is rso own to me r who w o has produced who is persoaalown to me or who has produced As identification and who did take an oath. Na. ARY ; UBLIC: OffICIALNOTARYSFAL NOTARY P , 1 n B VALLB �. LICSTATEOFFLORIDA ►'[�'�, ;,� „�� �? cad �_ Sign: Print: My Commission Expires: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Sign: LIC: as identification and who did take an oath. OFI CIAL NOTARYSEAL YS B VALLE ATE OF FLORIDA Print: f /eidy. g l yiletailissioN B$P. MAY 2 2 1, 2006 My Commission Expires:... *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * *. * * * * * ** * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * * * * * * * * * * * * * * * ** r i .re�4/ Plans Examiner Engineer Zoning 06/12/2009 12:43 5613335743 M Tot Caodna ,! ' . ,:j• 5 xc' iri`t` pot burial depth of 3 intim With Pests Poo 1 2 3 4 1 2 3 4 S � c Sager Post Improvement:lll It t • it 30 lbs. 42 lbs. 46.lbs. 32 lbs. Avoe "d9.2 lbs. STREAMLINE POQLSS 12 1b. 76 lbs 78 lbs. 78 Ibs. 211bs. 7694 lbs. • • ••• • .' • •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • ' • •, •• • • • •• ••• • • • •• • • • •• • • • • •• • •' • • • • ••• • • • • 11.75 1215 Win 911 13,12 *be • • • PAGE 09 13.12 14.41 14.10 13.39 babas ANEW Avow l 14.54 33•6 % Elasticity Ups I 111.3 • 06/12/2009 12:43 5613335743 Protect A child Purchase Order No. verbal Sample Failed @ X. Y. AI. AH. F. FH. QB. Q. 2nd run STREAPALIhE PIOLSS PAGE 10 • • ••• • • • •• • •• • • • •. • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• METALLURGICAL, •ING Testing & Consulting 4eivic •.� • • •• • • . • • • •• • • • ••• ••• • •• --- 2870 eliding Road Hollywood, FL 33020-1109 • (954) 925 -0489 LOAD TEST RESULTS The samples below we're test.d to failure by pull testing horizontally, 36" from the base with Accuiorce 250 force gauge, S/N 62968073. Calibration due 12/22/98. 65.4 lbs 54. lbs 62.9 lbs 54.0 lbs 61.9 lbs 54.8 lbs 71,2 lbs 70.3 lbs Wi liam - Q.C. Metallurgical, Inc. • • • • • •• • • • • • • .• .• • • boteber 6,: 1998 QCM Joe Ao7WA-2385 Fax (954) 9254988 • Miami (305) 949.3166 • Emall:cao.icanecl.nal 06112/2009 12:43 5613335743 *R'b_9n® ema.. aal*V. BOGERT, MAT' NNE L aR 2317 COVE POINT CIE BOYNTON OWN FL 33437 STREAMLINE POOLSS • • •• •• • • • • • • • • . • • SPEC nria -FCC$ ERECTION! 03.10911-a+ 04- 232.94 RWART, minim L • P. PYXNT PROTECT- A -CEELV POOL FENCING CO 1791 BLOUNT ED 0705 PQ4E9A1O REACH FL 33049 *CHILD PROTECTIO, t�t�'„ i SMOI1*. 0 /334o41 CM* 11333 • • • •• ▪ • • • • • • • • •• • • "42 • c • • • • • • s• • • • • • • • • s ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • ••• CERTIFICATE OF COMPETENCY r' Detach and SIGN the reverse side of this 1 B1OWARV COUNTY,: Fti �t ' ' • ' ° 1 cOrd IMMEDIATELY upon receipt' You 1 CS>�'WFICAAi or ' + should carr�r *An card With you at an tlrrt a►B + �c t- r�1+BS •: • 1 cc. i-isil•-p• , n ; :'tile. ilreilit t I of c'r -A. 1 srO. . �7s sxo+i > I10# PAGE 08 memo Imo > o+TS` '• .tige ' tn. e1 Cto . • { 1 =RE8 Bd3s,4. .h4 .�l 0$41 • 06/12/2009 12:43 5613335743 POR CRY CLEVELAND PETER COHAN Control/ lot # 2011 REiISU€RES ANIMATION COWIN No. AMU.' COMPANY Method of applkation 1 Nonw of Production Supari d.ndent PROTECT A CHILD POOL FC 1791 -907 BLOUNT ROAD POMPANO BEACH FL 33069 STREAPM1LINE POOLSS t o 1.f1L1L13L i d r i 1.117 i l l Let s • • • • Certificate of Carne Matt' • Issi rr I4EBLON. INC. FOX ISLAND ROAD PO SOX 190 .. PORT CHESTER N .. ;.; Hof 914-937-3900 This is to certify that the materials described an the reverse s retardant treated (or are inherently nonflamoble). AT . 29 .,...oltification is h k _ mode that:.( Check "a" or "b ") F (a) The articl�is described on the reverse fide of this CertiRcate have been treated with a flarne- retardant chemical approved and registered by the State Fire Marshal and that the plies of said chemical was dome in conformance with the laws of he State of California and the Rules end Regulations of the State Fire Marshal. Name of chemical used By Customer seder * Description 1436996 975532 Astrup Invoke # .. Product Code STATE OHO . 44113 PAGE 05 • •• • .. .. ••••• •• : .... • • • • • • • • • • • • ••• ••• • •• ••• •• :. •.612 'i WIZ have, been flame- Ch.nt. Reg. No.. (b) The articles described are the reverse side hereof are made from a flame - resistant fabric or material registered and approved by the State Fire Mau +... F -69 Trade name of flame - resistant fabric or material used _ R � Reg. No. The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) 8 Y ROBERT F. BUEHLER ► PRESIDENT Tido We hereby certify this to be a true copy of the original" CERTIFICATE OF FLAME RESISTANCE" issued to us, 'origin& pr of harbeen fii+id Mtk thirCcrlifcsrnla State Piro "Md al: M M Th. ASTRUP COMPANY 498.000 YD Quantity WEBLON REGATTA 13. tSOZ 42I N CLP 1177 COL 0.15' ra• FP No Id 1AAAA. ©AAAAV 2 N.V.r.UAAAAA r4,11 ONE STORY CBS HOUSE RES. e10531 6 1 0' i1 F ye, 30 0:40■;iNNAM)NNNSNWANO.N. ock 12. – 20.38'— — a ___- 34.52_--- JOB # 09 -149 DATE 03 -23 -2009 PB 06 -82 Surveyor Notes: Survey isIncomplete without skeet one Scale of Drawing l 20' Drawn By: A. Torras Dare: 03-23-2009 Completed F7eld Survey Dar: 03-23-2009 it* CQMtNKIPi r Ulf 701 • • •• • • ••• •• • • • •• • : ' '• • • • • • • . - • • • • • • ' Northeast Avenue ' - : . C---0-41 NO0'00'CIOIN ' • ' • : . N 1700" : ." t00•00' . • • • . . • . - FIN 205.0o • • •.i s . . •:• :•: • :•: :•:•.•:•: :•:•::;.1&?0'AsphalEPavenieitt �:::. :• •i s• •' � - • ;rt • . • :• :�•;.� 40' Detdfcated 1 of-Way As Per PS 08-82 Abend- Dade'C4tint.qorkla • : ' • : • . • 2.30 • • g $• • • Ya FP el • . :spid ••• •• _ / •, g� :6.0p. • :• ' NQ0000O ' W V i 3� WUP NOO'0O`OO'E 10000' Lot S. B'ec.k ?2 NOO'OO'OO'E AFA W/M Lot 6 • • • • .• vz FP CS Wall No Id • The sketch hereon is a was and Accurate repr entation thamlto the best of ray knowledge and belief, Subject to notes and Notations st ■ownt,eon. 3 #3 rie1/1 llv 0' I/A/r1 'Pet ••• h• :p,•- • _....__ ^ F11111x11FA C A]lE • Pp4 < RECEOVED DEC 0'7 2094 . PVC at.CC • I U'(r )1 114 IlEJ' TI l 1 • TIENI 11111 IN (IMAM rnii QUlu NOT/111Y ICTSLK ui.• tin sr • • 1•Itssoh•44 ,._.!2„ Conclucl:or stcr _.. �._.::....: • Condut•4 aft er,..._,__ . Conuk4 b type Thru, I QQf',.._..,, ., Y ES ..... ..... ti round /rlrc oi: N..1t Zi/.?y Y • Mill. DiSYOW11ECT • Ro►ttnp. • 24° .11nplf Mats Sub 33r4Q$.ara :._.L .__Aripa SUB FEEDER . New .K— '�ypQ�.i Bond :Mis__ WS EDE PANEL c (lst(no • • ' It ntng • • __ _M,�)� 1 and TL.R a . X Yea _.,..,.,,,_'I° PEI( S• ;F.U.C. 4t 0 . ?(D • it .mow. -- r�.i.w.� �.i......•-.. .. •..... -.►.r .•.