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RC-13-1155 (2)F�- I-s F 0 12 11 23 23 10 9 8 (l r._ F.I.P.01 /2" W/CAP PLS.4229 BLOCK CORNER 156.65' BOUNDARY SURVEY _ _ — — — — — — — — — — — — — — L— — — — — — _ _ _ — — — — I — — F.I.P. 01/2" NO ID. F.I.P. 01/2" NO ID. PROPERTY ADDRESS: 137 NE. 92nd STREET, MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION LOTS 18 AND 19, IN BLOCK 23, OF AMENDED PLAT OF MIAMI SHORES SECTION No.1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. uj z 15 16 17 18 19 20 21 22 NE. 92nd STREET LOCATION SKETCH N.T.S. NOTES: —THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17—GFAC), IS -RESIDENTIAL-. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASURMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. —WELL IDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. —LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS ABJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. —NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE —THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. —ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI—DADE COUNTY BENCHMARK No.N-568; LOCATOR No.3100SW; ELEVATION=9.65' c z W 0 W J N 0 z Q 1n z 0 a W m DO a FLOOD ELEVATION INFORMATION: DATE OF FIRM: 09-11-09 COMMUNITY No-. 120652 PANEL. 0302 SUFFIX: L ZONE: X BASE FLOOD ELEVATION: NIA ANTONIO FIORE PSM LAND SURVEYOR LAND PLANNER 1842 S.W. 124th Place, Miami, Florida 33175 Phone: (305) 221-3040 Fax: (305) 221-9040 P I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS YSURMW DEDAER �OR'SA�Mad TECHNICAL STANDARDSS TM B THIS BDOF ANTONIO FIORE. PRESIDENT PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE PROFESSIONAL SURVEYOR AND MAPPER No. 5184 CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: 1 "=20' DRAWN BY: F.A.L. REFERENCE: 02-18-13 1 FIELD BOOK: 14-1001 Z F z� �� a � W >U�Zi �tU 47� atltla1aaa00 X N o Ln d� z i3 � d r ya�� � tl a tl p p a a pt p 0 4Qs�.Id �d vSvi LZLI z � F0 €z W W8 �o s<zz u zz o ao 0 tl a a,p tl p o a vlf9daiJ.lao600 �3zzddadd C � a F_= U �KZZK� S—G C0 Ld p a a p tl p a tl a v1v..�tiLL: LL: 4:.�� a HCA pµr�l�pOU U i/O!Z tl tl a p tl a tl a p us 0 6<mGS CU CS 61 G) VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE. 11-13-14 NE. 93rd STREET F 13 12 11 23 23 10 9 8 7 uj z 15 16 17 18 19 20 21 22 NE. 92nd STREET LOCATION SKETCH N.T.S. NOTES: —THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17—GFAC), IS -RESIDENTIAL-. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASURMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. —WELL IDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. —LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS ABJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. —NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE —THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. —ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI—DADE COUNTY BENCHMARK No.N-568; LOCATOR No.3100SW; ELEVATION=9.65' c z W 0 W J N 0 z Q 1n z 0 a W m DO a FLOOD ELEVATION INFORMATION: DATE OF FIRM: 09-11-09 COMMUNITY No-. 120652 PANEL. 0302 SUFFIX: L ZONE: X BASE FLOOD ELEVATION: NIA ANTONIO FIORE PSM LAND SURVEYOR LAND PLANNER 1842 S.W. 124th Place, Miami, Florida 33175 Phone: (305) 221-3040 Fax: (305) 221-9040 P I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS YSURMW DEDAER �OR'SA�Mad TECHNICAL STANDARDSS TM B THIS BDOF ANTONIO FIORE. PRESIDENT PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE PROFESSIONAL SURVEYOR AND MAPPER No. 5184 CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: 1 "=20' DRAWN BY: F.A.L. REFERENCE: 02-18-13 1 FIELD BOOK: 14-1001 Z F z� �� a � W >U�Zi �tU 47� atltla1aaa00 X N o Ln d� z i3 � d r ya�� � tl a tl p p a a pt p 0 4Qs�.Id �d vSvi LZLI z � F0 €z W W8 �o s<zz u zz o ao 0 tl a a,p tl p o a vlf9daiJ.lao600 �3zzddadd C � a F_= U �KZZK� S—G C0 Ld p a a p tl p a tl a v1v..�tiLL: LL: 4:.�� a HCA pµr�l�pOU U i/O!Z tl tl a p tl a tl a p us 0 6<mGS CU CS 61 G) VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE. 11-13-14 ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 11-13-2014 IMPORTANT: In these spaces, copy the corresponding 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 Number: 137 NE. 92nd STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according tothe instructions for Item A6. Identify all photographs with date taken; "Front Vievd' and "Rear View/; and, if required, "Right Side View/' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW 11-13-2014 REARVIEW 11-13-2014 RIGHT SIDE VIEW 11-13-2014 LEFT SIDE VIEW 11-13-2014 FEMA Form 086-0-33 (7/12) Replaces all previous editions. Ir 16 ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 11-13-2014 IMPORTANT: In these spaces, copy the corresponding 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 Number: 137 NE. 92nd STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View'-, and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8 If submitting more photographs than will fit on this page, use the Continuation Page. s,IkL s t� 9 I jA I &" � y y i ^ F' a' iAi "a mew a > .., lv AS FEMA Form 086-0-33 (7/12) Replaces all previous editions. A3.. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 18 AND 19, BLOCK 23, AMENDED PLAT OF MIAMI SHORES SECTION No.1, PLAT BOOK 10, PAGE 70, MIAMI-DADE COUNTY, FOLIO No.: 11-3206-013-3170 A4. Building Use (e.g., Residential, Non -Residential; Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat:N. 25.8596 Long.W. 80.1946 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 1B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace orericlosure(s) 1146 sq ft a) Square footage of attached garage N/A sq It b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings ih.the attached garage orenciosure(s) within 1.0 foot above adjacent grade 1 wiithin 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 144 sq in c)' Total net area of flood openings In A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes N No SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone N feet ❑ meters 1 Effective/Revised Date Zone(s) 1 AO; use base flood depth) 12086CO302L L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community. Determined ❑ Other/Source: 611. Indicate elevation datum used for BFE in Item 139: N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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 Al A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A,,AR/AE, AR/A1—A30, ARIAH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in item A7. In Puerto Rico only, enter meters. Benchmark Utilized: SEE BACK Vertical Datum: NGVD 1929 indicate elevation datum used for the elevations in items a) through h) below. N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11,31 N feet ❑ meters b) Top of the next higher floor 20,40 N feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A N feet ❑ meters d) Attached garage (top of slab) N/A N feet ❑ meters e) Lowest elevation ofmachineryor equipment servicing the building 1Q,60 ® feet ❑ meters (Describe type of equipment and location in Comments) fj Lowest adjacent (finished) grade next to building (LAG) 918 N feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10,0 N feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck orttairs,.including structural support _9.7 tj feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by land surveyor, engineer, or architect authorized by law to certify elevation information. l cerUfy that the information on this CergfmaL represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009 ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name ANTONIO FIORE License Number No. 5184 Titi�ROFESSIONAL SURVEYOR AND MAPPERpanyName ANTONIO FIORE, PSM Address 1842 SW. 124th PLACE City MIAMI Stahl n,,naZ'p Cade 33175 Signature �� Date „ ,,, ,,,4„ Telephone ,.. „4 —An FEMA Form 086-0-33 (7/12) See reverse side for continuation. DATE: 11-13 2014 LICENSE No.: 5184 Replaces all previous editions. ELEVATION CERTIFICATE, Daae 2 IMPORTANT: In these spaces, copy the corresponding 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; Number:' 137 NE. 92nd STREET city State ZIP Code 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 MIAMI-DADE COUNTY BENCHMARK No.N-568; CROWN OF ROAD ELEV.= 9.94' LOCATOR No.3100SW- ELEVATION=9.65' C2.e= A/C BASE AT WEST SIDE OF BUILDING A5: GOOGLE EARTH Signature Date 11-13-2014 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 supporta 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 whetherthe elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, 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 ❑ 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 communitydssued 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 ZI P Code Signature Comments 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 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by 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 -G10) Is provided for community floodplain management purposes. G4. Permit Number I 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 Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 M1 2) Replaces all previous editions. city State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 18 AND 19, BLOCK 23, AMENDED PLAT OF MIAMI SHORES SECTION No. 1, PLAT BOOK 10, PAGE 70, MIAMI-DADE COUNTY, FOLIO No.: 11-3206-013-3170 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL AS.. Latitude/Longitude: LaLN. 25.8596 Long.W 80.1946 Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2: photographs of the building N the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1B 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) 1146 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 1 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 144 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes N 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 MIAMI SHORES 120652 1 MIAMI-DADE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel 88. Flood B9. Base Flood Elevation(s);(Zone Qg feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) Effective/Revised Date 1 Zone(s) AO; use -base flood depth) 12086CO302L L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In item B9. ❑ FIS Profile gg FIRM ❑ :Community Determined ❑ Other/Source 811. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source B12. Is the building located Ina Coastal Barrier Resources .System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on; ❑ Construction Drawings" ❑ Building Under Construction* ® Finished Construction *Anew Elevation Certificatewill 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. In Puerto Rico only, enter meters. Benchmark Utilized SEE BACK Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. 20 NGVD 1929 Q NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check.the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosurefloor) 11,31 IN feet ❑ meters b) Top of the next higher floor 2Q40 Qg feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ® feet ❑ meters d) Attached garage (top of slab) N/A lgl feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 1Q.60 N feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9,8 N feet ❑ meters g) Highest adjacent (finished)' grade next to building (HAG) 10.0 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.7 N feet ❑ meters 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. I 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 L_A1 ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No SEAL. Mel _- , Certifiers Name License Number ANTONIO FIORE No. 5184 Title ompanyNeme SURVEYOR AND MAPPER ANTONIO FIORE, PSM DATE: 11-13-2014 1 LICENSE No.: 5184 Address 1842 W. 124th PLACE City MIAMI Stet FLORIDA IP Code 33175 Signatur Date Telephone 11-13-2014 305-221-3040 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, IMPORTANT: In these spaces, copy the corresponding information from Section A. > bR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Nunrber." City ZIP Code 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 MIAMI-DADE COUNTY BENCHMARK No.N-568; CROWN OF ROAD ELEV.= 9.94' LOCATOR No.3100SW; ELEVATION=9.65' C2.e= A/C BASE AT WEST SIDE OF BUILDING A5: GOOGLE EARTH Signature Date 11-13-2014 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. 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, 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 ❑ 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 community4ssued 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 n 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 items) and sign below. Check the measurement used in Items G8—G10. In Puerto. Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engin eer, 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—G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued 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 G9. BFE of (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters G10. Community's design flood elevation: ❑ feet ❑ meters Local Official's Name Title Community Name Telephone Signature Date Comments Datum Datum Datum Check here if attachments.. FEMA Form 086-0-33 (7/12) Replaces all previous editions. a WELDING P Wlt PwjedNm=��- qac PA J+abAdd0W rJ� mY.Z' -V'� 5 T i _:.A..a__. i1 -.3_-L .i l6..t_L n 7-71 i. .fi :ii -ii-. _{;•�...� 7777, (31). RMWwC®s aWask bs R ,��. • 02). FmmdMdd Saul WWk R t4bLx bdookk Ra mMd R- -G _{MhL):N Mddu6�'hwXgqy Dm*r. — Mfttftr.�k 4). AJC Romer—A/C spaces kmdob= R -_ja,(MhL) Molulak��stew k CYT }LL_�:. :�.rr. _i:.11�. ._. 1 v, 1�tv l:C._L1• ,1.__.._ 71 1 r� kmkthm C WAcv$wt 12M CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC)1816.1.7 Purchaser's Name and Address: Amcon Builders 9800 SW 92 Avenue Miami, Florida 33176 Treatment Site: 137 NE 92nd Street, Miami Shores, Florida 33138 Project: Residence Addition Chemical: Imidacloprid Square Footage: 800 & Trench 100 SF Number of structures treated: 1 Permit: RC13-1155 Product: Adonis 75WSP @.05% Number of Gallons: 80 Lot: N/A Block: N/A Date of Completion: 11/14/2014 Applicator: Breck Bishop Date & Time 11/14/2014, 03.00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete, final treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None 1 Year X 5 Year LICEN E NO ACC E BY: 1752 C CONTROL, INC. President Renewal Yes No X 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 9 1-800-749-8588 • FAX: 954.584-6117 04 NOR License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 18 16.1.7) Amcon Group, Inc. (305) 598-1112 137 NE 92"d Street, Miami Shores, Florida 33138 Residence -Addition Permit # RC13-1155 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in acpdrdance with rules and laws established by the Florida Department of Agriculture and Signature 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 • FAX: 954-584-6117 US South Engineering & Testing Laboratory, Inc. 14345 Commerce Way. Miami. FL 33096 Phone: 305.660.258B j Fax: 305.362.4669 Tested by: Jonathan DATE: 05.28.2014 PROJ No.: #13-8680 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: 51TERIOR i; NORTH SIDE PROJECT: BALANCE OF 51TERIOR SLAB; SOUTH SIDE AMCON Builders, Inc. 9800 SW 92nd Avenue Miami, Florida 33176 Residential Home Addition "137 NE 92nd Street Miami Shores, Florida FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 :. I © 51TERIOR i; NORTH SIDE -Ll 'Vgl� BALANCE OF 51TERIOR SLAB; SOUTH SIDE �j ""+'.:�.':�.":�i':_�.g'.+�. .:�.1' . ' ! _ f.. ;: 2a ':� ,Y 4:: �X�'P �� �..'a✓y��'P ::-:� Y-rc` ..1.� : i �lFd$'_:: ; g�:a��5ii.4'2��::ri�i'r�T•� Ffr.e P' b5�".�'' .: re:"� �{k f �^.ti.�� -' P= PASS F=to,,SFT=FOOTING SG=SUB-GRADE BC=BASE COURSE MH=MAN HOLE Maurice E."Gray; P.E. Florida Registration # 29404 EMEMEEMEMEEM ®ENEEMEMMEME ®MENNEEMEMEM ®MMENOMMEMEM IMEMEMMEMEMMEM - -F- Or 1121 1 OMMENEME MIMMEMEM MENEEMENE EMEMEMEME MEMEMEMME MEMEMEMEM MEEWEEMEE MOMMEMEMEEM MEMEMEMEMEM MEMEMEMEMEM MEMEMEMEMEM MENEEMEMEMEMEMEM MOMMEMEMEEMEMMMEM MEMEMEMEMEMMENNEEM NEEMENEENNEEMENEEN ................... ::::::::::::::::::: ....................... fly& US South Engineering & Testing Laboratory, Inc. 14345 Co mm erce Wa y. Miami. FL 33016 Phone: 305.556.2586 1 Fax: 305.362.4669 Tested by: JONATHAN DATE: 08.01.2013 PROJ No.: #13-8680 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: AMCON Builders, Inc. OMV�: PROJECT: Residential Home Addition FT 9800 SW92nd Avenue137 8.7 99.4 NE 92nd Street 2 SOUTH WEST CORNER OF CONTINUOUS FOOTER FOR ADDITION 14262 Miami, Florida 33176 122.9 8.3 Miami Shores, Florida PASS FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 0/ DRY' l:"�.-�'� SET Np TEST I ATIO RI; Q,,Na,tULT Sm �MO OMV�: 1 NORTH EAST CORNER OF CONTINUOUS FOOTER FOR ADDITION 14262 FT 123.1 8.7 99.4 PASS 2 SOUTH WEST CORNER OF CONTINUOUS FOOTER FOR ADDITION 14262 FT 122.9 8.3 99.2 PASS P 14262 LIME SAND WITH LIME ROCK 123.9 9.8 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 0/ DRY' l:"�.-�'� SET Np TEST I ATIO RI; Q,,Na,tULT Sm �MO OMV�: 1 NORTH EAST CORNER OF CONTINUOUS FOOTER FOR ADDITION 14262 FT 123.1 8.7 99.4 PASS 2 SOUTH WEST CORNER OF CONTINUOUS FOOTER FOR ADDITION 14262 FT 122.9 8.3 99.2 PASS 3 CENTER AREA OF CONTINUOUS FOOTER FOR ADDITION 14262 FT 123.7 7.9 99.8 PASS s TESD ".F 12" PTO- Mt.- 98% P=PASS F=FAIL FT=FOOTING SG=SUB-GRADE BC --BASE COURSE MH=MAN HOLE Respectfully submitted, �as e ld� I an �k f ft NUG e, ARCHITECT ; November 13, 2014 Jorge Nucke Designs To:Miami Shores Building Dept. Ref. -Permit -13-1135 0137 NE 92 ST MIAMIA SHORtS FL. 3170 sw 111ave nniarve rL 33i65 Special Inspection letter M1 AM186 rL55i6 This letter is 6eingprepared to notify buildingdept. that this office X786 n +os+ was employed 69 owner and performed inspections for Work email snucbelamac..com 1. SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 wpb site // ni3c Vides �ns.ccn, (R4404.4.3.1) Attached to this letter is compaction certificate from geotechnical 66oratory and 6ased on this report was inspection approved. 2.SPECIAL INSPECTOR FOR REINFORCED MASONRY, MC 2122.2.4 (Rl-407.5.4) and that to the 6est of mg knowledge, belief and professionaljudsT ment those Portions of the pro ect outlined above meet the intent of the Florida Building Code and are in su6stantial accordance with the o d plans. Jorge Ga6riel Nuche Architect-FI.Reg. AROOOi3547 750 W. 84 STREET PHONE: (305) 828-7499 HIALEAH, FL 33014 FAX: (305) 828-9598 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ' ASBESTOS I/1/!�`R�'DRILLING SERVICES aaar�a r_usiiINSPECTION ROOFING DYNATECH ENGINEERING CORP. Miami, June 19, 2013 ' Mr. Jorge Nuche JORGE NUCHE ARCHITECT 3170 South West l l lch Avenue i Miami, FL 33165 Re: Isa Gomez-Bassols Addition @ 137 North East 92nd Street Miami Shores, FL Dear Mr. Nuche: Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on June 19, 2013 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed structure. A total of (3) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site: (Site conditions are non-homogenous and varies refer to field boring logs for exact locations and soil description): Average Denth From To Description 0'-0" 1'-0" Topsoil and grass 1'-0" 214" Brown sand w/organic stain 2'-0" 4'-6" Light tan medium sand 4'-6" 6'-0" Brown sand 6'-0" 7'-0" Tan sand 7'-0" 15'-0" Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of 8'-0" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations t as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not ' affected due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618 ® Phone: (305) 828-7499 . Fax: (305) 828-9598 E -Mail: Dynatefh@Bellsouth.net Coom�dWRWVCW PaW r tPage No. 2 137 North East 92"d Street, Miami Shores, FL ' Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. ' A- Strip the entire building construction areas plus 5 feet outside perimeter of all topsoil, grass, and sand with organics and tree stumps and construction debris down to clean granular material ' wherever encountered (An average of 2 feet below land surface, see field boring logs). Any underground structures, utilities, root systems and drainages trenches, etc...must be removed in their entirety from beneath the proposed construction area. ' B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D-1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate ' footing areas only to proper errosion depth and recompact using hand held equipment as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material above the water table shall consist of clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System ' (USCS) designation of GP, GW, GP -GM, GW -GM, SP, or SW. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie; FDOT No. 57 stone or equivalent) unless dewatering is employed. When dewatering is employed, fill material shall consist of clean, granular homogenous soil, free ' of organics or other deleterious material, and shall contain no more than 5 percent fines passing a US standard No. 200 sieve. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of ' compacted material and in each footing pad. G- Representative samples of the on-site and proposed fill material shall be collected and tested to ' determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In case of existing structures, existing footings new foundations and proposed drainage lines, provisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed and existing structures be designed for a shallow foundation system with a net static permissible soil ' bearing pressure not to exceed 2500 P.S.F. '' 2 Page No. 3 ' 137 North East 92"d Street, Miami Shores, FL ' Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pci; and must be provided with proper expansion and control joints. ' The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. ' - Angle of internal friction: 30° Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30° for steel piles, 20° for concrete or brick walls; 15° uncoated steel. Excavations shall not extend within 1 foot of the angle o f repose, next to existing footings or structures, unless underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and ' Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Provisions shall be made by the architect, engineer of record and contractor to address differential ' vibration / dynamic loading; settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlements. Also note that. as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is 1 to 2 inches. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. k] Page No. 4 137 North East 92"d Street, Miami Shores, FL The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, ' Wis Naamani,P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization -No.: CA 5491 4 TEST BORING REPORT DYNATECH ENGINEERING CORP. 750 WEST 84.. STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : JORGE NUCHE ARCHITECT DATE: June 19, 2013 PROJECT : Isa Gomez-Bassols Addition @ HOLE NO.: B-1 ADDRESS : 137 North East 92nd Street, Miami Shores, FL DRILLER: AS / RN LOCATION : See attached Dlan Water Level: 8' Below SurfaCe As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorisation for ' publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER; A: HOLLOW STEM AUGER R: REFUSAL. 5 LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON"N" SAMPLER 1 2 Hand H 2 3 4 0'-0" to 0'-8" TOPSOIL AND ROOT'S 4 Hand H 5 6 7 0'-8" to 1'-0" BROWN MEDIUM SAND V-0" -0" to 3'-0" LIGHT GRAY MEDIUM SAND 6 2 2 3 5 5 8 6 5 9 9 4 5 10 3'-0" to 5'-0" BROWN MEDIUM SAND 10 10 9 20 11 -I 12 13 14 5'-0" to 6'-0" TAN MEDIUM SAND 6'-0" to 11'-0" TAN SANDY LIMEROCK 1 10 12 12 9 8 9 17 15 14 9 7 16 16 11'-0" to 15'-0" LIGHT TAN SANDY LIMEROCK 9 11 16 12 10 17 18 19 20 18 21 22 20 23 22 24 25 24 26 26 27 28 29 30 28 31 30 32 33 34 32 35 36 34 37 36 38 38 Water Level: 8' Below SurfaCe As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorisation for ' publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER; A: HOLLOW STEM AUGER R: REFUSAL. 5 DYNATECH ENGINEERING CORP. ' 750 WEST 84TH STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : JORGE NUCHE ARCHITECT DATE: June 19, 2013 PROJECT : Isa Gomez-Bassols Addition @ HOLE NO.: B-2 ADDRESS : 137 North East 92"d Street, Miami Shores, FL DRILLER: AS / RN LOCATION : See attached plan ' Water Level: 8' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER, A: HOLLOW STEM AUGER R: REFUSAL. N. LATITUDE LONGITUDE SAIVJEPLE HAMMER DEPTH NO, BLOWS ONF DESCRIPTION OF MATERIALS SAMPLER 1 2 Hand H 2 3 0'-0" to 0'-6" TOPSOIL AND ROOT'S 4 Hand H 4 5 0'-6" to 1'-0" BROWN MEDIUM SAND W/ORGANIC 6 2 2 4 6 STAIN 2 2 7 8 9 9 1'-0" to 4'-6" LIGHT TAN MEDIUM SAND 4 8 10 9 8 19 10 11 4'-6" to 6'-0" BROWN MEDIUM SAND 11 12 12 13 6'-0" to T-0" TAN MEDIUM SAND W/ROCK 12 9 11 9 10 20 14 FRAGMENTS 15 14 8 9 20 16 T-0" to 11'-0" TAN SANDY LIMEROCK 11 10 17 16 11 12 18 11'-0" to 15'-0" LIGHT TAN SANDY LIMEROCK 18 19 20 21 22 20 22 23 24 25 26 24 27 28 26 29 30 28 31 30 32 33 34 32 35 36 34 37 36 38 38 ' Water Level: 8' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER, A: HOLLOW STEM AUGER R: REFUSAL. N. 1 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET 1 HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT 'CLIENT : JORGE NUCHE ARCHITECT DATE: June 19, 2013 PROJECT : Isa Gomez-Bassols Addition @ HOLE NO.: B-3 ADDRESS : 137 North East 92nd Street, Miami Shores, FL DRILLER: AS / RN ■ LOCATION : See attached nlan ' Water Level: 8' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL. LATITUDE LONGITUDE SAMPLE HA PTH NO. BL WS 6ERN "N" DESCRIPTION OF MATERIALS SAMPLER 1 2 Hand H 2 3 4 0'-0" to 1'-0" TOPSOIL AND ROOT'S 4 Hand H 5 6 7 1'-0" to 2'-0" BROWN MEDIUM SAND W/ROOTS AND ORGANIC STAIN 6 3 2 2 2 4 8 3 3 3 5 6 8 9 2'-0" to 3'-0" DARK GRAY MEDIUM SAND 10 9 11 6 12 17 10 11 3'-0" to 4'-6" LIGHT TAN MEDIUM SAND 12 13 14 4'-6" to 6'-0" BROWN MEDIUM SAND 12 15 10 12 13 22 15 16 6'-0" to 7'-0" TAN MEDIUM SAND 14 8 9 9 10 18 16 9 8 17 T-0" to 11'-6" TAN SANDY LIMEROCK 18 19 20 11'-6" to 15'-0" LIGHT TAN SANDY LIMEROCK 18 21 22 2 0 23 22 24 25 26 24 27 26 28 29 30 28 31 30 32 33 32 34 35 34 36 37 38 36 38 ' Water Level: 8' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL. SITE PLAN (R: Boring Test Location 'kr N.E. 92"a Street DYNATECH ENGINEERING CORP. Client: JORGE NUCHE ARCHITECT Scale: N.T.S. Project: 137 North East 92 nd Street, Miami Shores, Florida Date: June 19, 2013 Folio No.: 11-3206-013-3170 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed neve building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted- as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Rock Hardness Description Soft Relative Density and ConsistencyBoulders Medium Particle Size Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers > 12 in. Cone Penetration ' Standard • Cobble 3 in. to 1 in. Tests Penetration Relative. Gravel 4.76 mm to 3in. lows/ft. Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Sands 0-16 0-4 Very Loose Clay < 0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiers Over 120 31-50 Dense 5%-10% Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30%-50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%-5% Slightly Trace 10-17 5-8 Firm 6%.10% Trace 18-31 9-15 Stiff 11%-20% Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) Property Information Map My Home Miami -Dade County, Florida Property Information Map 0 � 28 ft only. ! Miami -Dade County. All rights reserved. QW Close Page 1 of? M1AM14=)ADE'0 Summary Details: Folio No.: 11-3206-013-3170 Property: 137 NE 92 ST Mailing PATRICIA LIEBER Address: INGLE FAMILY Beds/Baths: 137 NE 92 ST MIAMI Assessed Value: SHORES FL nits: qF' 33138- Pronertv Information: IMPORTANT NOTICE: The 2013 exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1 Assessment Information: Year: 2013 2012 1000 SGL FAMILY - Zone: 101-2300 SQ Building Value: 0001 RESIDENTIAL - $179,853 INGLE FAMILY Beds/Baths: /2 Assessed Value: $304,449 nits: qF' 1 Foota e: ,111 : 12,800 SQ FT ilt: 1928 $249.360 IAMI SHORES SEC 1 $50,000/ MD PB 10-70 LOTS 18 19 BLK 23 LOT SIZE ption: 100.000 X 128 OR $50,000/ 19801-4275 07 2001 1 R 27651-4305 1110 11 IMPORTANT NOTICE: The 2013 exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1 Assessment Information: Year: 2013 2012 Land Value: $166,188 $142,720 Building Value: $158,382 $179,853 Market Value: $324,570 $322,573 Assessed Value: $304,449 $299,360 Exemption Information: ear: 2013 2012 Homestead: $25,000 $25,000 2nd Homestead: I YES YES Taxahle Value Information: ear: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $254,449 $249.360 County: $50,000/ $50,000/ $254,449 $249,360 City: $50,000/ $50,000/ $254,449 $249,360 School Board: $25,000/ $25,000/ $279,449 $274,360 Sale Information: Sale Date: 11/2010 Sale Amount: D100 http://gisims2.miamidade.gov/myhome/printmap.asp9mapurl=http: //gisims2.mi amidade.go... 6/18/2013