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RC-13-1170 (4)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220329 Permit Number: RC -5-13-1170 Scheduled Inspection Date: September 26, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: ANDREOPOULOS, FOTIOS Job Address: 118 NW 101 Street Miami Shores, FL Project: <NONE> Inspection Type: Final Work Classification: Alteration Phone Number (305)301-7828 Parcel Number 1131010220200 Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone: (305)433-4843 comments MASTER SUITE ADDITION AND KITCHEN REMODEL ' ----- -- ' - INSPECTOR COMMENTS False Inspector Comments Passed07— Failed _0 I -E-1 Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 25, 2014 For Inspections please call: (305)762-4949 Page 24 of 24 • DIY' _15F1,�s:., I MffQW`R*V'W1 DYNATECH ENGINEERING CORP. - ---- --------- -- Miami, May 23, 2014 Mr. Eric Scarborough EJD CONSTRUCTION CONTRACTORS 1700 Northeast 143`d Street North Miami, FL 33181 Re: Addition @ 118 NW 101St Street Miami Shores, FL Dear Mr. Scarborough: MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on May 23, 2014 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not contracted to perform supervision and certification of the building pad preparation. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. a,, z Sincerely yours, aamani, P.E. -� D ATECH ENGINEERING CORP. "a Florida Reg. No. 39584' ' Special Inspector No. 757 ` C%'&'Wte ° ''treRzfil�`�' V,$i�AN9 618 Phone: (305) 828-'1499fI ax: (305) 828-9598 E -Mail: Dynatech@bellsouth.net DYNATECH ENGINEERING CORP 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: May 23, 2014 CLIENT: EJD CONSTRUCTION PROJECT: Addition n, ADDRESS: 118 NW 101St Street, Miami Shores, FL CONTRACTOR: EJD Construction MATERIAL DESCRIPTION: White sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 6.4 104.2 7.0 105.1 7.9 106.0 108 11.2 102.4 Optimum Moisture 8.6 Percent 100% Maximum Dry Density 106.8 lbs./cu.ft. % Passing %" Sieve 89 Percent Sampled By: RN Tested By: RN Checked By: WN 106 104 102 100 98 ° 0 "'A", 6 8 10 12 14 il ,M ly s b itted, As a mutual protection to clients, the public and ourselves, all report cq, are submitted as the confidential property of clients, and authorization -� for use, publication of statements, conclusions or extracts from or riga 6* Wissan aamani, P.E. our reports is reserved pending our written approval. -44pass° D TECH ENGINEERING CORP. Florida Reg. No. 39584 �r Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: May 23, 2014 CLIENT: EJD CONSTRUCTION PROJECT: Addition (a� ADDRESS: 118 NW 101" Street, Miami Shores, FL CONTRACTOR: EJD Construction Test No. 1 Location: North side of addition pad underslab Test No. 2 Location: Center of addition pad underslab Test No. 3 Location: South side of addition pad underslab Test No. 4 Location: West side of addition pad underslab Test No. Location: Description of Material: White sand TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 105.1 104.8 105.6 105.3 MOISTURE CONTENT % 7.2 7.1 7.6 7,4. MAX. DENSITY IN THE FIELD % 98,4 98,1 98.8 98,5 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.8 106.8 106.8 106.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Respectfully submitted, Sampled By: RN Tested By: RN Checked By: WN F /s ATECH ENGINEERING CORP. 'Florida Reg. No. 39584 �„ t ertificate of Authorization No.: CA 5491 •A density test determines the degree of compaction of the tested layer-bimaterial only `-.In no way shall a density test replace a soil bearing capacity detemunation. A soil boring test must be provided by client, prior to' cbnstntction toy;Wf #I q#Conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients ti ridauti►orizat�' i for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.1� BUILDING & ZONING DEPARTMENT 111 N.W. FIRST STREET SUITE 1010 INSULATION CERTIFICATE BUILDING PERMIT NO.: PROJECT NAME: JOB ADDRESS: -57T MIAMI, FLORIDA 33128-1974 (305)375-2500 STATEMENT OF COMPLAINCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referencedproject, in compliance. with the latest edition of the STATE OF FLORIDA ENERGY CODE the ApPROVED ENERGY CALCULATIONS and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below. 1). Exterior CBS Walls Insulation: R- (Min.): Material: Thickness: inch(es); Density: x lb/ft: Mfgr: 2). Exterior Frame/Metal Stud Walls: R (Min.): Material: Thickness' inch(es); Density: Ib/ft: Mfgr. 3). Exterior solid cone'ete walls: R- S (Min.): Material: - Thickness: 51,9 inch(es); Density: ,r ,e 1b/ft: gr. - 4). Interior walls separating A/C from non -A/C spaces insulation: R - Material• ; Thickness' inch(es); Density lb/ft 5), NNII TT R �Y RESIDENTIAL CONSTRUCTION ONLYThe COMMON (Party) Walls tlgerent tenants shall be insulated as follows: FRAMES""-ETAL &M �W ._ACLS R- 1'1(MQ0-'CHS or oncrete walls R-3 (Min,) by Enersv Code requirements. See ENERGY CODE Rev. 1/87, paragraph 9032 (b), on page 9-17, latest edition. These ' ' leveh of hwMW , are not included in the Energy Calculations, but shall be installed in the field. 6). Above deck type ROOF INSULATION: R (Min.) Material: Thickness' inch(es); Density: lb/ft: Mfgr: 7). Ceiling insulation: R 30 (Min.); Material' &V t S Thickness' /v -1-1 inch(es); Density: lb/ft: Mfgr. 8).. NOTE Densities pf sprayed -on, loose fill, or any other composed -on-site insulation shall be the P.C.F (lb/$3) average of three (3) "DRY SAMPLES" ation. I�1.led br.C,lk F INSULATION I�nNam ,tetioit' Contractor CC#�: 16643 Certified on: Dace OCjBuilder: Company Name Biding Contractor CC# — 0.CJBui1der's Sime Certified on: Data U.S. DEPARTi)1ENT OF HOMELAND SECURITYVTI®N ��I��I�I FEDERAL EMERGENCY MANAGEMENT AGENCY CATE National Flood Inoloaace Program IMPORTANT: Follow the instructions on pages 1-9. SECTION A - PROPERTY Al. Building Owner's Name FOTIOS ANDREOPOULOS OMB No. 1660-0008 Expiration Dat' :July 31, 2015 i FOR INSURANCECOMPANY USE Policy Number: A2. Buildin Street Address ((includin Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. company NAIL Number: 1 R NVV 101 gTPr-[= Cit MIAMI SHORES state FL ZIP code 33150. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 3101 022 0200 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.'y 5940 Long. 80.1210 Horizontal Datum:. ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 R 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) 0 sq ft a) Square footage of attached garage 150 I sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attachedigarage or enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 1573 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name I B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE ® feet FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone ® feet ❑ meters 11 , Revised Date ® feet A0, use base flood depth) 12086LO302 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 ® FIRM ❑ Community Determined ❑ Other/Source: B11.Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: MDCBM ELEV = 10.89 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations In items a) through h) below. ® 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) 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 and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 13 , 35 ®feet ❑meters N , A ® feet ❑meters N , A ® feet ❑ meters 11 17 ® feet ❑ meters 11 , 49 ® feet meters 10 , 9 ® feet p meters 11 . 0 ® feet meters N . A IN feet d 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. i cer* 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 ® Check here if attachments. licensed land surveyor? IR Yes ❑ No D1 arG SEAL ERE. 9/9 2014' LS5709 FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. ! Replaces all previous editions. ELEVATION CERTIFICATE, page 2 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. City MIAMI State ZIP Code FL 33150 w FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: 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 '(PARTIAL TOPOGRAPHIC) LONG & LATT OBTAINED IN FIELD C2E=A/C JOB # 14-40623 Signature Date 09/09/2014 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, crawispace, or enclosure) is ❑ feet []meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ 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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8—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, 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 A0. G3. ❑ The following Information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G1 O.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments r ❑ Check here If attachments. FEMA Form 086-0-33 (Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. 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: 118 NW 101 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33150 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. FRONT VIEW REARVIEW FEMA Form 086-0-33 (Revised 7/12) Replaces all previous editions. DIVISIO14 OF Environmental Health Florida Health 0� Miami -Dade County OSTDSAVell Division O Q11805 SW 26th Street - Miami, FL 33175 PO Inspector Nimie &unlbS Date Address -m N w 101 S�r -e OSTDS # M Comments: Signature DYNATECH ENGINEERING CORP. Miami, March 31, 2014 Mr. Erick Scarborough EJD CONSTRUCTION 1700 North West 143rd Street Miami, FL 33181 Re: Addition @ 118 NW 1011h Street Miami, FL Dear Mr. Scarborough: MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on March 31, 2014 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not contracted to perform supervision and certification of the building pad preparation. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval., , ®,,®,d Enclosed find copies of the compaction test results. look forward to do so in the near future. Sincerely yours, Ds 16t4 Wiss Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 ®® 9p,M Si W, ®�k It has been a pleasi#orlone °W, m 9 � r^'. 0 c a ® i, szhi TC ® °`0 'w �Ox �dDA A� e. 618 - Phone: (305) 828-7499 - Fax: (305) 828-9598 DYNATECH ENGINEERING CORP. 750 WEST 84' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: March 28, 2014 CLIENT: EJD CONSTRUCTION PROJECT: Addition @ ADDRESS: 118 North West 101St Street, Miami, FL CONTRACTOR: EJD Construction MATERIAL DECRIPTION: Gray sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 5.3 97.1 7.1 100.6 8.6 103.3 105 13.7 102.2 15.2 99.7 103 101 Optimum Moisture 11.5 Percent 100% Maximum Dry Density103.9 lbs./cu.ft. 99 % Passing V Sieve 97.1 Percent Sampled By: JA Checked By: WN 8 10 12 14 16 Z �. ely submitted, As a mutual protection to clients, the public and ourselves, all repor®o �� ' V=im are submitted as the confidential property of clients, and authorizatic� �®�,° for use, publication of statements, conclusions or extracts from or re `� ' A ° ` - ��' Wissam Naamani, P.E. our reports is reserved pending our written approval. g �®®�OFESS ®�m ®� DYNATECH ENGINEERING CORP. p Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATEC ENGINEERING CORP. 750 WEST 84' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 28, 2014 CLIENT: EJD CONSTRUCTION PROJECT: Addition nu, ADDRESS: 118 North West 101St Street, Miami, FL CONTRACTOR: EJD Construction Test No. 1 Location: Center of west footer Test No. 2 Location: Center of south footer Test No. 3 Location: Center of east footer Test No. Location: Test No. Location: Description of Material: Gray sand TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 102.9 102.4 103.0 MOISTURE CONTENT % 8,4 7,3 7.9 MAX. DENSITY IN THE FIELD % 99.2 98.7 99.3 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 95% 95% 95% 100% MAXIMUM DENSITY (LAB) 103.7 1 103.7 103.7 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Respectfully submitted, Sampled By: JA ��®y�b6 a l j/�S ,D J pis. Checked By: WN � � ® WAAA, � �s— �� o m� Nissam Naamani, P.E. ,F .0 15YNATECH ENGINEERING CORP. e gg `Jlojrida Reg. No. 39584 ;o° e uCeftificate of Authorization No.: CA 5491 LU *A density test determines the degree of compactiorR the tested laye�ri° inateritfl ®In iio way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, priori cS ction to veri tions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property ofIfocation of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ��®��®�� ® T&, • " Certificate of Compliance for Termite Protection As required by Florida Building Code (FBC)1816.7) m -c rypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828-2999 / Broward. (954) 779-1535 118 NW 101 STREET,MIAMI, FL. 33138 Address of treatment or Lot/Blk# of treatment SQTT- TRRATMF.NT Method of termite 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 accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. a A F Todd D. Osborn, Architect 3484 Belmont Terrace Davie, FL 33328 954-881-3457 September 12, 2014 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Re: Permit #13-1170 Folio #11-3101-022-0200 Attn: Building Department I, Todd D. Osborn, have performed and approved the required inspections at the renovation and addition of the Andreopoulos residence at 118 NW 101st Street in Miami Shores. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelop components of said structure. This document is prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Todd D. Osborn, Architect State of Florida License # AR92877 SEP 1 014 PROPERTY ADDRESS: 118 NW 101 STREET MIAMI SHORES, FL. 33150 WN BLOCK CORNER F/P 1/2" 0'1 1+3 NO I.D. \;6c; O Revision' : Scale: I" = 20' 9/9/2014 LOCATION OF FIELD IMPROVEMENTS CARD: LJ � I QA / QC: DG CBS REMAINDER OF CLF N - ` LOT 5BLK. 3 W r• -.y D - DELTA (CENTRAL ANGLE) `•. O e O O FF = FINISHED FLOOR Y. F/P 1/2" W I. O .107.49' � NO i D = FOUND IRON PIPE _ 4' (CLr? (CHICKENW/RQ 9.T � 1-Z g0° k ':"` '� •'� .:;,' � L w a 29.8' d A/C _ 27.2' WEST 1/2 OF 0 Q LOT 5 BLK. 3 L 20.8' 0 m WZ U) Q E a 2 Z W ®� 3.3' U � > tau ® d tiJ O10-U Q 0 Z `.��,BR%CKDf7%VE •a oo I$ AX W Q Z N M Q CI vii � PROPERTY ADDRESS: 118 NW 101 STREET MIAMI SHORES, FL. 33150 WN BLOCK CORNER F/P 1/2" 0'1 1+3 NO I.D. \;6c; O Revision' : Scale: I" = 20' 9/9/2014 LOCATION OF FIELD IMPROVEMENTS CARD: LJ � I QA / QC: DG CBS REMAINDER OF CLF N - ` LOT 5BLK. 3 DE = DRAINAGE EASEMENT D - DELTA (CENTRAL ANGLE) `•. EASTLINE N O eRic 2AL,_conic`.. FF = FINISHED FLOOR LOT4BLK. 3�' F/P 1/2" NO i D .107.49' � NO i D = FOUND IRON PIPE _ 4' (CLr? (CHICKENW/RQ 9.T `900 ss� 1-Z g0° k ':"` '� •'� .:;,' STEPS a 29.8' d A/C I 27.2' WEST 1/2 OF 0 W/M LOT 5 BLK. 3 L 20.8' Flood Data: ZONE: X COMMUNITY NUMBER: 120652 PANEL & SUFFIX: 0302 L DATE OF FIRM: 9/11/2019 FF ELEV = 13.35 GARAGE = 11.17 F/P 1/2" 107,59' NOID, O K J F/P 1/2" o NO I.D. \0 rl+r5 IV\O Date: Revision' : Scale: I" = 20' 9/9/2014 LOCATION OF FIELD IMPROVEMENTS CARD: LJ � I QA / QC: DG CBS Invoice No. 14-40623 CLF N - ` CONC = CONCRETE DE = DRAINAGE EASEMENT D - DELTA (CENTRAL ANGLE) `•. EASTLINE X 0.00' = EXISTING ELEVATION O eRic 2AL,_conic`.. FF = FINISHED FLOOR LOT4BLK. 3�' =FOUND NAIL INV =INVERT ONE STORY = FOUND IRON PIPE CONC U FND 1 CBS RESIDENCE ':"` '� •'� .:;,' STEPS a ® = NAIL AND DISC #118 W/M 20.8' ®� 3.3' � of M N LO `.��,BR%CKDf7%VE •a oo AX 36.3' 49.6' 89'p4'17" Flood Data: ZONE: X COMMUNITY NUMBER: 120652 PANEL & SUFFIX: 0302 L DATE OF FIRM: 9/11/2019 FF ELEV = 13.35 GARAGE = 11.17 F/P 1/2" 107,59' NOID, O K J F/P 1/2" o NO I.D. \0 rl+r5 IV\O Date: Revision' : Scale: I" = 20' 9/9/2014 LOCATION OF FIELD IMPROVEMENTS CARD: LJ � I QA / QC: DG CBS Invoice No. 14-40623 CLF Sheet No. 1 of 1 CERTIFICATIONS: Sure or's Notes 1. The angular information shown hereon is per the recorded plat. 2. Legal description provided by client. 3. No attempt was made to locate any underground utilities, except as shown. 4. The information shown hereon is for title purposes only, and, unless otherwise specified, should not be used for construction. 5. The dimensions shown hereon have an estimated horizontal positional accuracy of 0.10 feet. 6. This survey is not valid without the signature and original raised seal of a Florida licensed Surveyor and Mapper. 7. This survey was prepared without benefit of a title commitment. There may be additional matters of record, not shown, which can be found in the Public Records of the corresponding county noted hereon. 8. Benchmark Reference: Miami -Dade County Benchmark Elevation =10.89 The elevations shown hereon are referenced to the National Geodetic Vertical Datum of 1929 (NGVD 1929). GENERAL LEGEND: BCR - BROWARD COUNTY RECORDS BM =BENCHMARK C/L = CENTERLINE CBS = CONCRETE BLOCK STRUCTURE CLF = CHAIN LINK FENCE CONC = CONCRETE DE = DRAINAGE EASEMENT D - DELTA (CENTRAL ANGLE) ELM = ELEVATION X 0.00' = EXISTING ELEVATION EOW = EDGE OF WATER FF = FINISHED FLOOR FN =FOUND NAIL INV =INVERT FIP = FOUND IRON PIPE FIR = FOUND IRON ROD FND = FOUND NAIL AND DISC i L = ARC LENGTH MDCR - MIAMI DADE COUNTY RECORDS' N/D = NAIL AND DISC DENNIS J. CABRIELE PROFESSIONAL SURVEYOR AND MAPPER NO. L.S. 5709 STATE OF FLORLDA ORB = OFFICIAL RECORDS BOOK PB = PLAT BOOK PBCR = PALM BEACH RECORDS PCP = FOUND NAIL AND CAP PG = PAGE POB - POINT OF BEGINNING POC = POINT OF COMMENCEMENT R = RADIUS RNV - RIGHT OF WAY SNV =SIDEWALK SIR = SET J' IRON ROD SND = SET NAIL & DISC UE = UTILITY EASEMENT ALL COUN y SUR YOR- I O SUR O RS UCEME NO. 66 FILE: (954) 777-4 AX: (954) 777-270 5400 SOUTH UNIVERSITY DRNE DAVIE, FLORIDA 33328 SUITE 21