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RC-17-2993 (3)U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE 17-004087-6EC Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A— PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARIA GABRIELA CONTRERAS & ELI BRAVO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1234 NE 94 ST City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23 AND LOT 24 AND THE WEST 10 FEET OF LOT 22, MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) ACCESSORY MEDITATION ROOM A5. Latitude/Longitude: Lat. 25°51'42.79 N Long, 80°10'25.54 W 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 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawispace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NSA sq in 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 VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA 84. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086C - 0306 L 9/11/2009 09/11/09 AE 8.00 FEET 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: 611. Indicate elevation datum used for BFE in Item B9: ® 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 x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 17-004087-6EC Expiration Date: November 30. 2018 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 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, 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: MIAMI DADE COUNTY BM: B-62 • 8.67 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) 8. 67 x❑ feet ❑ meters b) Top of the next higher floor N/A, 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. feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7. 00 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7. 20 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. X❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001, Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number JOHN IBARRA 5204 Title PROFESSIONAL LAND SURVEYOR Place Company Name - Sell JOHN IBARRA&ASSOCIATES, INC ,Here Address 777 NW 72 AVE #3025 City State ZIP Code MIAMI FLORIDA 33126 Signatu Date Telephone 5/6/2019 fe 5/6/2019 P: 305 262-0400 CEN RLINE ROAD ELEVATION: 7.32 FEET Copy all of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C.O.R= 7.32 FT; LATITUDE AND LONGITUDE DETERMINED BY USING GPS; ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929; MIAMI-DADE COUNTY BENCHMARK #B-62; ELEVATION IS 8.67 FEET OF N.G.V.D. OF 1929. LOCATOR NO.3250-S; LOCATED AT NE 96 ST & NE 10 AVE. THIS CERTIFICATE IS FOR THE MEDITATION ROOM; FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 17-004087-6Ec Expiration Date: November 30, 2018 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters ® ❑ E] 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 1-2 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 ❑X feet ❑meters ❑above or E] 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 -RECEIVED s JUN ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 17-004087-6EC Expiration Date: November 30. 2018 e 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 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 AO. 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 G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. 17_004087_6EC; OMB No. 1660-DO08 Expiration Date: November 30, 2018 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: 1234 NE 94 ST 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. x A pichue of the property is miavailable. � r+ Front View Rear View Front View Date: 5/9/2019 Rear View Date: A pictiue of the property is miavailable. ,ttt Le Right Side View Left Side View Right Side View: 5/9/2019 Left Side View: rtMA corm Ubb-U-33 (1/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page 17-004087-6Fc OMB No. 1660-0008 Expiration Date: November 30, 2018 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. 1234 NE 94 ST Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. Photo One Photo Two Photo Three Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Miami Shores Village RECEIVED \ NOV 0 9 Building Department 2018 \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FFBC 20 III KamC BUILDING Master Permit No. G`*-S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33) -3 O Folio/Parcel#: I\ 3 20S-'0I O - o2 I C) Is the Building Historically Designated: Yes NO X Occupancy Type: �_ Load: S Construction Type:y Flood Zone: A-t BFE: g FFE: S • -)Z N G 110 OWNER: Name (Fee Simple Titleholder): lij P)CCk\AD 4, �A G6C' leih�� Phone#: Znf�- Z1 cl4 -?_3 "1 Address: I Z D () SSG C1-1 Sf City: 6XI OJ kI �- 1'3 C to State: T L, Zip: ';� 13 p Tenant/Lessee Name: Email: 00%oavo @ c9M / C-C6A_�'--00t PiQ,� a e#: CONTRACTOR: Company Name: O V\CDA Phone#: 9 &P-20-2'' G3 Address: <� PA Sfi City: W a\I\A.. Stater Zip: --2) s I S Qualifier Name: Ny' ---�V' . o 7-0`("-� Phone#: State Certification or Registration#: CC') C I IS 2 4 to (o s Certificate of Competency #: DESIGNER: Architect/Engineer. WPC Cw-�( VO J6rCLA!�',� Phone#: 5—D5- 3Q3 • 10'1 Address: SU) I S W T9^C'r , /-t- Q City: V A % WA . State: 17- Zip: LA ?J _3� OTT.a� Value of Work for this Permit: $ es Sq are/Linear Footage of Work: Type of Work: [9 Addition Alteration ❑ New Repair/Replace � D _ y+/ Per h� yp ❑I� uemolition Description of Work: O Q )Q-S, k-i k OJ W 0 ID o ckc a bv: 't j" nti C� qCt oc>t, �r-YN OAP CG 0. oo olan Specify color of color thru tile: rD of oifLG� Submittal Fee $ 200- 00 Permit Fee $ I I Z O 22 � CCF $ 2-�� CO/CC $ • 3 Scanning Fee $ •E ( • GU Radon Fee $ ( I • ?i Z DBPR $ 3 Notary $ Technology Fee $ 2 IQ • 56 Training/Education FeeG�$ S - 07 Double Fee $ Structural Reviews $tk' )- (9O l� . w �6. (� GO Bond $ " 6�, • O� T V:F-,1 PA NzSLAuN 2b , W TOTAL FEE NOW DUE $ =6 l (Revised02/24/2014) `MCA Q7 �7 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must 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 attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 9 day of Q��/W�jc� ( 201p by CtgV CA G • (�Q✓ �'�Q/r IrD is personally known to me or who has produced C S310.541 h 6 • i2 •Qs identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NAL Goe;lz\- - .`1/AY Seal: '*: '•= MY COMMISSION # FF 224104 EXPIRES: ArS1 _3, 2019 Bonded Thru Notary Puhlic Underwriters Signatu The foregoing instrument was acknowledged before me this day of20 is by 0 71D who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign; MY COMMISS&'4 4 FF 224104 EXPIRES: Ap.,i �.3. 2019 Bonded Thru Notary Pubuc Underwriters l APPROVED BY wl Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) } as rat ' i�E�� 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE: (30 ) 795-2207 TRAVIS HENDA.! FAX: P-051 756-8972 Planning & Zoning Director DEVELOPMENT ORDER File Number: PZ-1-25-18-09 Property Address: 1234 NE 941h Street Miami Shores FL 33161 Property Owner/Applicant: Eli Bravo & Gabriela Contreras Address: 1234 NE 94th Street Miami Shores FL 33161 Agent: Alejandro Branger Address: 5801 SW 74tb Terrace, Apt. 7, Miami, FL 33143 Whereas, the applicant Eli Bravo & Gabriela Contreras (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and V.1 of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Side and Rear Addition, and accessory structures. Whereas, a public hearing was held on January 25, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 1 2.. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. 1) The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to maintain two (2) legal parking spaces on site. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page 1 of VISIT US 1 www. niamishcr village.cmr- r 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOHIHRS) as required. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 9) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. The application with conditions was passed and adopted this 251h day of January, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staff recommendations by Ms. Hegedus, seconded by Mr. Bergman and the Motion passed 4-0. Mr, Snow Yes Mr. Bergman Yes Ms. Hegedus Yes Mr. Brady Yes Chairman Busta Absent 2/1 / /I; Da David Snow Vice Chair, Planning Board Page 2 of 2 4 STORMWATER DRAINAGE CALCULATIONS FOR MIAMI SHORES VILLAGE PUBLIC WORKS DEPARTMENT Single Family Residence 1234 N.E. 941h ST Miami Shores, FL 33037 IN June 2018 NgW77 `a sTATE OF PREPARED BY: WAUER N. LUGO, P.E. Florida Registration # 61747 Ocean Engineering, Inc. 8101 Biscayne Blvd. Ste. 508 Miami, FL 33137 CA 29490 Single Family Residence 1234 N.E. 94'h ST Miami Shores, FL 33037 o; STORMWATER QUALITY VOLUME CALCULATIONS Single Family Residence 1234 N.E. 941h ST Miami Shores, FL 33037 r- . Y I. PROJECT DESCRIPTION: Single FOR11Iy Residence (12.34 N.E. 94th ST) located within Township 53, Range 42, Section 05 within Miami Shores, FL 33138. According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map tl1208600306L, this project lies within Flood Zone AE with a minimum flood elevation of 8' NGVD. Field observations and a provided survey indicate the existence of a single -story residential house with a detached garage, and an associated paver driveway. The rear yard is densely covered with existing trees. A chain link fence along the east and west property line currently divides the adjacent properties. The proposed development include the reconstruction of the existing motor court, and two detached structural additions and expansion of the existing garage. The two additions will have a FFE of 8.74' NGVD while reconstruction of the garage will maintain its FFE of 6.75' NGVD. Proposed grading will develop onsite swales to inhibit any offsite discharge. No offsite improvements is being proposed. • II. PROPOSED DRAINAGE MODIFICATIONS: The proposed drainage system will be designed in accordance to Miami Shores Village stormwater design standards and requirements. Per the Town's stormwater design guidelines, all proposed residential developments within the City's jurisdiction is required to retain the stormwater quality treatment volume of 1" of rainfall over the entire site. Proposed drainage swales and perimeter landscape berms will be evaluated for potential storage volume prior to any implementation of exfiltration trenches and/or drainage wells. The most effective and cost efficient method of retaining and discharging the required stormwater runoff will be implemented. III. LAND USE: 1. Proposed Lake Area = 0.000 ac. 0.0 % 2. Proposed Buildings = 0.017 ac. 24.2 % 3 Proposed Green Building= 0.000 ac. 0.0°% Red = Input value 4 Proposed Pavement & Others = 0.054 ac. 75.8 % Blue = Calculated value 5 Proposed Green Areas = 0,000 ac. 0.0 % 6 Total = 0.072 ac. 100.0 % Total overall impervious surface = 100.00 % W. WATER QUALITY CRITERIA: Quality standards shall be provided for the design storm event for the following: 1. Retain the accumulated stormwater volume generated for the first inch of runoff from the entire project site. V. WATER QUALITY COMPUTATIONS' 1. Compute the first inch of runoff from the entire developed project site: 1.00 inch X 0.072 acres X ( 1 foot / 12 inches ) 0.006 ac-ft for the first inch of runoff 2. The first inch of runoff from the entire developed site = 0.006 ac-ft VI. STORAGE PROVIDED Surface volume storage developed by the proposed landscape swale area is calculated by: Swale storage volume (V) = (AreaTop + AreaBtmx Height AREA (Top) - - - - - DEPTH OF f+ AREA (Btm)j\ Y Y SWALE Swale Area T.P (sf.) Area 8, (sf.) Average Area (sf.) Elev. Tap Elev. Bt. Depth of Swale (FT) Volume (CF) SW-1 1039.62 439.88 739.75 4.50 4.00 0.50 369.88 SW-2 0 0 0.00 0.00 0.00 0.00 0.00 I otal Swale Areas = 1 369.88 I Storage volume provided by the proposed swale areas: 369.88 cf. Storage volume required for stormwater treatment: 0.006 ac-ft or 260.53 cf. Required volume to be treated by proposed drainage swales :-109.35 cf. VII. CONCLUSION The above drainage calculations indicate that the project site has the capability of retaining the required volume recommended by Miami Shores Village (260.53 cf). The accumulated volume developed by the multiple landscape swales (369.88 cf) placed throughout the project site exceeds the stormwater runoff volume generated by the first inch of rainfall over the entire site area. As a result, no additional drainage system will be required. t ti �ligli8 Miami Shores Village Building Department NO10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 11 l 111 f ,t eINSPECTION LINE PHONE NUMBER: (305) 762-4949 C> FBC 20 4 BUILDING �� `1'�,�t Master Permit No PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1234 NE 94th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3205-010-0210 If O " Is the Building Historically Designated: Yes NO X Occupancy Type: R Load: 5 Construction Type: V Flood Zone: AE BFE: 8 feet FFE: 8.72 NGVD OWNER: Name (Fee simple Titleholder): Eli Bravo and Maria Gabriela Contreras Phone#: 305 494 2371 1200 NE 97 ST City: Miami Shores State: FL Zip:33138 Tenant/Lessee Name: Phone#: Email: elibravo@me.com; gabycontreraspietri@gmaii.com CONTRACTOR: Company Name: NOT SELECTED ` Phone#: N/A Address: N/A City: N/A State: N/A Zip: Qualifier Name: N/A Phone#: _ State Certification or Registration #: N/A Certificate of Competency #: N/A N/A N/A DESIGNER: Architect/Engineer: ALEJANDRO BRANGER Phone#: 305 303 2485 Address: 5801 SW 74th Terrace 7 Miami 37'40 19. ao. Value of Work for this Permit: $ SC re/Linear Footage of Work: FL Zip: 33143 Type of Work: ® Addition ® Alteration ❑ New ❑ Repair/Replace 0 Demolition The scope of work consist of the following: 1)Interior renovation of existing house with minimal changes to room layouts, upgrade/update of finishes, new kitchen, new bathroom layouts; 2) Demolition of existing garage; 3)Construction of new master bedroom and laundry area as an addition to the existing house, thoroughly connecting to the existing structure; 4) new pool and deck; 5) new cabana/pool lounge and 6) new meditation room Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $, Structural Reviews $ r, ( 1(.0:2-cA,cp Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Cbmpany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must 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 attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' / > > )� IL - OWNER or AGENT The foregoing instrument was acknowledged before me this �1 Z dayof 0E:Z:E1`lt30-rL 20 1- by 11MA GA( eAQA CnNrQeW1 who is personally known to Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 , by , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: I- , h Sign: Print: N CC- NQr-T P(-N tvI%Q Print: Seal: Seal: MARGARET PANTIN MY COMMISSION t FF 128M C EXPIRES: August 27, 2me ********* * **4an4MAw irAtsr APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) This instrument prepared by: Erin N. Auble, Esq. Katz Barron Squitero Faust Friedberg English & Allen, P.A. 2699 South Bayshore Drive, 7th Floor Miami, Florida 33133 After recording return to: Howard B. Nadel, Esq. Howard B. Nadel, P.A. 301 W. Hallandale Beach Blvd. Hallandale Beach, Florida 33009 GFN 2017RO693970 OR BY. 30787 Pss 4412-4415 (4P9s) RECORDED 12/11/2017 11:30:28 DEED DOC TAX Ut455.00 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA Real Property Tax Folio No.: 11-32-05-010-0210 & 11-3205-010-0201 WARRANTY DEED THIS WARRANTY DEED, made this /o day of November 2017, by and between Randall A. Whitman, as Successor Trustee of the Stanley F. Whitman.Amended and Restated Revocable Living Trust dated 4/1/1999, as amended ("Grantor"), whose mailing address is 2817 Lake Avenue, Sunset Island 1, Miami Beach, FL, 33140, and Eli Bravo and Maria Gabriela Contreras, as husband and wife (collectively, "Grantee'), whose mailing address is 1234 NE 94' Street, Miami Shores, Florida 33138. WITNESSETH: Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, and sells to Grantee, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lots 23, 24 and the West 10 feet of Lot 22, Miami Shores Bay View, according to the Plat thereof, as recorded in Plat Book 40, Page 16, of the Public Records of Miami -Dade County, Florida. SUBJECT TO comprehensive land use plans, zoning and other land use restrictions, prohibitions and requirements imposed by governmental authority; restrictions and matters appearing on the plat and otherwise common to the subdivision; public utility easements of record, and taxes and assessments for 2017 and subsequent years, none of which shall be deemed to be reimposed by this instrument. TOGETHER WITH, all rights of way, tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD, the same unto Grantee in fee simple forever. Page 1 of 3 Book30787/Page4412 CFN#20170693970 Page 1 of 4 AND Grantor hereby covenants with Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; that the Grantor hereby fully warrants the title to the Property and will defend the same against the lawful claims of all persons whomsoever; and that the Property is free of all encumbrances, except taxes and assessments for the year 2017 and subsequent years and the matters set forth above. This deed is executed by Grantor solely in the capacity as Trustee and not personally. [Signature page to follow] Page 2 of 3 Book30787/Page4413 CFN#20170693970 Page 2 of 4 [Signature page of Warranty Deed] IN WITNESS WHEREOF, Grantor has signed and sealed these presents the day and year first above written. Witnesses: '4L 11 o�.---- ri ame: Sd,,, dv,o Vi l I. n.a.q STATE OF FLORIDA SS: COUNTY OF MIAMI-DADE GRANTOR: Randall A. Whitman, as Successor Trustee of the Stanley F. Whitman Amended and Restated Revocable Living Trust dated 4/1/1999, as amended The foregoing Warranty Deed was acknowledged before me, a notary public, in the State and County aforesaid, on this I&L day of November 2017, by Randall A. Whitman, as Successor Trustee of the Stanley F. an Amended and Restated Revocable Living Trust dated 4/1/1999, as amended, who L]j is personally known to me or has produced as proof of identification. NOTARY PUBLIC, State of Florida My Commission Expires: (Typed, printed or stamped name of notary public) i.\lib\docs\23163002\cis\I Ox4154.doc Page 3 of 3 ANA MAAIA WONG `s NdyyPublic -State afRodda Comm ssian 9 FF 124262 c.P'�tr ►MComm.E,0.Jun29.20t6 Book30787/Page4414 CFN#20170693970 Page 3 of 4 OR SK 30787 PG 4415 LAST PAGE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204• Fax: 305-756-8972 Permit No. REOC-10-17-2538 Certificate of Re -Occupancy Address: 1234 NE 94 Street City: Miami Shores State: FL Zip: This certificate verges that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other, structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval: � /,f �!►� N6/G-�-,J_p i ''_c7 �60emsls�"? Book30787/Page4415 CFN#20170693970 Page 4 of 4 R ECEIVED ESTIMATE Ot", T 2 5 2ol8 CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 0�4f No. 198 - 1234 Miami Shores Client Eli Bravo & Maria Gabriela Date 10,05.2018 Contreras valid 30 days Time 40-44 weeks Terms: 25% in advance & monthly payment application Location 1234 NE 94TH ST pursuant to AIA agreement - To be negotiated with Miami Shores, FL 33138 owner 1 GENERAL CONDITIONS 1101 Erosion barrier/filter fence surrounding project (silt fence) h=2" I LS $ 1,950.00 1102 Truck undercarriage and tire wash rocks I LS $ 3,100.00 1103 Temporary chainlink fence surrounding project 340 LF $ 2,150.00 1104 Permit fees - Excluded from estimate, by Owner E $ - 1105 Testing laboratory services I LS $ 1,000.00 1106 Special Threshold inspection I LS $ 3,000,00 1107 Surveys and elevation certificates I LS $ 3,750,00 1108 General Liability, burden I LS $ 500,00 1109 Fire Protection I LS 850.00 2 SITE CONSTRUCTION 2100 EARTHWORK 2101 Grading as per plan C200 I LS $ 8,460.00 2200 FOUNDATION AND LOAD -BEARING ELEMENTS 2201 Supply and installation of helical Piles, includes 14 helical piles 42 Units $ 31,500.00 for pool. Note: assuming N.Sl piles: " schedule 80,goto2l' deep,=Ju_olpi�l cast may de a oteQhnic al report. Page I of 11 1 786 202-0237 1 IN F V.1111 "."/ I C 0 r1J U S. C 0 1 1 796 2417,2SBB Wit' I (-, 0 "Al C 0 N S 7 -R IJ C T 10 IN WWW.IqAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to A.IA agreement To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeps Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty Unit Price 3 STRUCTURAL 3100 PRECAST CONCRETE 3101 Cast in place concrete shell 3102 Excavation, reinforcing, place and finish foundation. 3103 Forming, reinforcing, place and finish slab on grade 3104 Forming, reinforcing, place all columns and shear walls 3105 Forming, reinforcing, place and finish all concrete stairs 3106 Filling CMU cells as required per structural plans. b WOOD AND PLASTICS 6100 CARPENTRY 6101 ALLOWANCE- Budgetary quote to supply and install teak wood and aluminium pergola around meditation room. Includes Hollow wood columns over concrete pedestals. Page 2 of 11 202.0227 U 93 *E 78:3 2�7 2.58 �?I lF'flu _3PdC tI TRt)rTi�7t1 1 LS $ 168,900.00 - Inluded in $ - 3101 - Inluded in $ - 3101 - Inluded in $ . 3101 - Inluded in $ - 3101 Inluded in $ - 3101 1 Units $ 11,450.00 '16r- r-1 I t'l zo 1s r� L'iI --J=1t1`, C-Oi+i WW1+ ,NAVIC0NUS.00M ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, Fl. 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores. FL 33138 Item Description Qty Unit Price 6102 ALLOWANCE - Budgetary quote to supply and install teak I Units $ 24,750.00 wood and aluminium pergola around lounge. Includes hollow wood columns over concrete pedestals. 7 THERMAL AND MOISTURE PROTECTION 7100 ROOFING ---------- It 7101 Roofing installation and supply for existing and new roof, I LS $ 45,150,00 includes Turada wood shingles nailed with stainless steel ring shank nails. 7102 Supply and installation of (2) layers of TISO and (1) layer of I" - Inluded in $ - ISO R-30 insulation for new roof. 7101 7103 Supply and installation of 3/4" wood deck on new roofs, - Inluded in $ mechonically attached through ISO to existing wood deck. 7101 7104 Supply and installation of ASTM D226-30-# underlayment on all - Inluded in existing and new roofs. 7101 7105 Supply and installation of Qualipur 601 Elastomeric - Inluded in waterproofing layer on meditation room closet. 7101 7106 Supply and installation of JM 60mil TPO membrane over existing - Inluded in $ flat roof. 7101 Page 3 of 11 1 786 202 0237 @ 91 1111jr-001NAVICONU S.0 Or"t 1 786 247,2588 �D N1,4V I C 0 N C C) N ST R U C T1 0 N' WWW.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shores Dote 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement -To be negotiated with owner Client Ili Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty Unit Price 8 DOORS AND WINDOWS 8100 WINDOWS 8101 Supply and installation of aluminum framing and impact 1 LS $ 52,400.DO resistant glazing, as per plan A21-00. NOA approved 9 FINIS ES 9100 PLASTER AND GYPSUM BOARD 9101 Supply and installation of interior partition walls framing and I LS $ 16,850.00 finishing. Includes durock in shower enclosures and green hoard in wet areas. 9200 FLOORING AND WALL TILES 9201 Installation of ceramic tiles throughout house and additions, 1 LS $ 18,650.00 includes shower walls. 13 SPECIAL CONSTRUCTION - SWIMMING POOL 13101 Swimming pool installation, including excavation, foundations 1 LS $ 43,150.00 and structure. Includes depth of 5' and steps. 13102 Equipment includes 1.5 hp pump, heater and salt system. - Included in $ - 13101 13103 Verde Diamond Brite finish, installation of basaitino coping - Included in $ - (included in 9302). 6" water line tiles. 1:3101 Page 4 of 11 YJG g 78-6 202.023T [ C7,f1iJa r"" +� -1 786 2'47 2992 WWW,NAV1C0NUS.C4M ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client 'Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty Unit Price 13104 Supply and installation of 3 LED pool lights. included in $ 13101 13105 Supply and installation of ladder. included in $ 13101 13106 All required plans, engineering drawings and permits included. Included in $ 13101 13107 Plumbing and electrical installation specifc to pool included. included in $ 13101 15 PLUMBING; MECHANICAL 15100 PLUMBING ROUGH 15101 Plumbing systems and rough -in I LS $ 24,850.00 15102 Supply and installation of approximately 400'of (1 1/7* & 1 1/4") - Included in $ - water service. 15101 15103 Supply and installation of approximately 100' (3/4"j water - Included in $ service. 15101 15104 Supply and installation of [6) wall hydrant hose bibs. - Included in $ 15101 15105 Supply and installation of hot water recirculating supply with - Included in $ PUMP- 15101 Page 5 of 11 1 796 202 02:37 U0 1 786 247 258P, WWWMAVICONUS-COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 257b in advance & monthly payment application pursuant to AIA agreement -To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 DescriptionItem Qty Unit Price 15106 Supply and installation of complete hot and cold water supply - Included in $ for house. 15101 15107 Installation of new sewer connection - Included in $ - 15101 15108 Plumbing areas include bathroom 1, bathroom 2, powder - Included in $ - room, kitchen, laundry room, staff bathroom, master bathroom, 15101 and lounge bathroom. 15109 Supply and installation of (4) AC drains. - Included in $ - 15101 15110 Gas installation throughout properly including BBQ, generator, 1 LS $ 4,000.00 range, fireplace, and gas water heaters. 15111 Supply and installation of approximately 400' of gas PE pipe - Included in $ - and metallic pipe. 15110 15112 Supply and installation of septic tank and drain field - 1 LS $ 1.5,000.00 ALLOWANCE Mote, This is just an allowance. WQ need p��ficatians for an accurate arice. Pricdoes not include any c�umc system that would need to be instQlled in case of elevgtlon I EJe 15400 H VAC 15401 Mechanical systems and rough -in, linear registers, condenser units, air -handling units_ Page6of11 786 202.O2:37 @ 91 �t 786 8a7 2568 r,,Av I C 0:4 C 0 Zl S T R� Li C,7r0r-A 1 LS $ 28.450.00 01" WWW,NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabrieta Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description QtV Unit Price 115402 Supply and installation of (2) split unit residential HVAC - (1) Included in Carrier model #25VNA060A003 & (1) Carrier model 15401 it25VNA048AO03 15403 Supply and installation of (4) VFR split unit residential - (2) Included in Mitsubishi model #SUZ-KA09NA, (1) Mitsubishi model #PUZ- 15401 A30NHA6, (1) Mitsubishi model #MUFZ-KJ I 2NAHZ. Note: Replacement of VFR unit in meditation room fgr split system. replacement of VFR system in lounge for split 3 tQrL vi2it, 15404 Supply and installation of (4) safety t-switch, (6) digital - Included in thermostats, (2) auxiliary drain pans, (2) A/H aluminium stands 15401 15405 Supply and installation of (30) A/C supplies, (18) returns, (7) 60 - Included in CFM Panasonic exhaust fans 15401 15406 Supply and installation of 250'of (1.5") R=6.5 fiberglass duct - Included in plenum; insulated R=6.5 flex ducts; (I) dryer exhaust: (I) laundry 15401 transfer grille. 15407 Supply and installation of 178'of Titus diffuser grilles. Note: - Included in removal of 80'of linear diffusers in staff, laundry, lounge, and 15401 bedroom I and 2. 16 ELECTRICAL 16101 Electrical systems and rough -in. I LS $ 41,350,00 Page 7 of 11 1 786 202.02u7 N U N AVIC 0 N U S. C Xi 1 786 247 2988 ftb;N AN I C 3 tl C 0 rl S T Pt) T 10 N WWW.NAVICONUS,COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shares Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabrieia Contreras Time 40-44 weeps Location 1234 ICE 94TH ST Miami Shores, FL 33138 Price item Deseription Qty Unit 16102 Demolition of existing electrical switch gears. - Included in $ - 16101 16103 Supply. wire, and install new switch gears and circuit breakers, - included in - including DP panel, panel L. panel M, panel E, and panel B. 16101 16104 Supply, wire, and install conduits and all main feeders. - included in $ 16101 16105 Supply, wire, and install all outlets and switches, including - Included in $ - screwless wallplates, to be lutron, white, 16101 16106 Supply, wire, and installation of smoke detectors and carbon - Included in $ - monoxide detectors. 16101 16107 Wire and install all light fixtures as per plans El A and E1.5. - Included in $ - 16101 16108 Relocate, wire and install existing gas generator_ - Included in $ - 16101 16109 Supply, wire and install new weatherproof ,4TS. - Included in $ - 16101 -1 78, 202 0237 t1 79,Fi ?47 t=SP1l Sub Totois GC Overhead & Profit 14% Total P(aag}e8of11 ArVA V $ 551,210.00 $ 77,169.40 $ 628,379.40 tiI W W WMAV[CONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Dote 10.05,2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I Item Description Oty Unit Price I EXCLUSIONS FOR CLIENT I Exterior rolling shades excJuded 2 Removal of muck & other underground conditions excluded for now. 3 Plenum space, 4 M otd repair by speciatty company excluded 5 Curtains excluded from scope 46 Fireplace maintenance work excluded 7 Architecture and Engineering consulting Fees (MER & F Engfneefing, Structure! .Engineering j 8 Building Department Permit Fees 9 Building Department inspection Fees 10 Exclude sub -permit costs fMEP, Grazing, roifings, etc.1 unless stated otherwise in quote. Cost to be reimbursed by Client, I I Due Diligence - Environmental Study, Asbestos Study, Etc, 12 fees associated to utilities providing permanent service increase connection to devefooment. 13 Unforeseen underground site and soil conditions. 1 786 240,i?,02_37 r1 786 247 2SM2 Page 9 of 11 @ 0 UNAVICOINCONIS FRUCTIO.N 1d F: 0 cb tQ,%,V I (_ 0 01 U S. C 0 I'l WWW,NAV1CONUS,COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE #1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms; 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabrielo Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty !brit Price 14 Dimmers or smart/automated switches to be supplied and installed by others, Navican will only suppler box in wait & circuit connection to lights, connection to main automated equipment is excluded (typical note, applies to all areas unless otherwise noted) 15 Sound system, Low voltage cables and its connections to love voltage panel, low voltage equipments, smart rime equipments excluded. *€ 7 e �--,2,0; .C12-7 i 78 247 �Ss3ra Page 10 of 11 93 it 4 F 0 F-1 N AV 1 C, O'N L) S C CJ M WWW,NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 257 in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I item Description QW Unit Price I NOTES FOR CLIENT L Amounts shown as Allowance are Subject to change based final design and quote. !I. Price is based on 'preliminary drawings" provided by the OWNERIA(chitect, any changes ondlor revisions required by municipality wilt required a revision of this proposal. JJJ. Price may vary subject to contract's term and conditions iv. Quote limited to activities specified herein Y. Novicon wN bill Client as per AtA Document A401-2007, Novicon submits monthly appfica tion for payment with respective Schedule of values for the due work indicating the percentage of completion. The Client shall pay each progress payment nolater than five working days after applica tion is submitted, vi. Novicon recommends a Contractor controlled allowance of 3 to 57. of the total budget, not included here in. vil. Contractor to provide all necessary insurances and licenses Wil. Sales Tcxe5included in Motericts except those provied by Owner ix. Parties agree to sign and AIA Construction Agreement prior, to execution of the work X. Efectrica) and water bif)s to be paid by owner during time of construction Page 11 of 11 1 786- 2020,2337 rc--fl g] 786 L1COr,1C 0NSTR;JCT10,44-' i�588 , A j'� WWW,NAV1CONUS,COM R L_ - L ECE IV-'D ESTIMATE I OCT 2 5 2018 CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FIL 33130 No. 198 - 1234 Miami Shores Client Eli Bravo & Maria G lorrela Date 10.05.2018 Contreras valid 30 days Time 40-44 weeks Terms: 25% in advance & monthly payment application Location 1234 NE 94TH ST pursuant to AIA agreement - To be negotiated with Miami Shores, FL 33138 owner Item Description QtV Unit Price 1 GENERAL CONDITIONS 1101 Erosion barrier/filter fence surrounding project (silt fence) h=2" I LS $ 1,950.00 1102 Truck undercarriage and fire wash rocks I LS $ 3,100.00 1103 Temporary choinlink fence surrounding project 340 LF $ 2,150.00 1104 Permit fees - Excluded from estimate, by Owner E $ - 1105 Testing laboratory services I LS $ 1,000.00 1106 Special Threshold inspection I LS $ 3,000.00 1107 Surveys and elevation certificates I LS $ 3,750.00 1108 General Liability burden I LS $ 500.00 1109 Fire Protection I LS $ 850.00 2 SITE CONSTRUCTION 2100 EARTHWORK 2101 Grading as per plan C200 I LS $ 8,460.00 2200 FOUNDATION AND LOAD -BEARING ELEMENTS 2201 Supply and installation of helical Piles, includes 14 helical piles 42 Units $ 31,500.00 for pool. Note: assuming NSI piles: 3" schedule 80, up to 21' dgpp,_�ci il�e nd cost ma �vg �dee�ncfin qn �UoLQL -a— _ pp,oteghnical reoort. Page 1 of 11 K I 7FJG- 2r,120237 @0 91 1 11A F 0 el t 4 AV I C 0 N, kJ S. C, 01 r /I I 1 7 F� 6 2 el 7,21 S 8 6 WWICONC(-)NTRUCT; I ON WWW.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shares Date 10.05.2018 valid 30 days Terms; 25%, in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 3313E Item Description Qty Unit Price 3 STRUCTURAL 3100 PRECAST CONCRETE 3101 Cast in place concrete shell 3102 Excavation, reinforcing, place and finish foundation 3103 Forming, reinforcing, place and finish slab on grade 3104 Forming, reinforcing, place all columns and shear walls 3105 Forming, reinforcing, place and finish all concrete stairs 3106 Filling CMU cells as required per structural plans. 6 WOOD AND PLASTICS 6100 CARPENTRY 6101 ALLOWANCE- Budgetary quote to supply and install teak wood and aluminiurn pergola around meditation room. Includes hollow wood columns over concrete pedestals. Page 2 of 11 -1 785 2-�:7 258 €ttJ/': C=tP;6 tJtl:=.7 .54 i C�PJ 1 LS $ 168,900,00 - Inluded in $ - 3101 - Inluded in $ - 3101 - Inluded in $ - 3101 - Inluded in $ - 3101 - Inluded in $ - 3101 1 Units $ 11,450.00 WWW.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner 6102 ALLOWANCE - Budgetary quote to supply and install teak wood and aluminium pergola around lounge. Includes hollow wood columns over concrete pedestals. 7 THERMAL AND MOISTURE PROTECTION 7100 ROOFING 7101 Roofing installation and supply for existing and new root, includes Turada wood shingles nailed with stainless steel ring shank nails. 7102 Supply and installation of (2) layers of T ISO and (1) layer of I" ISO R-30 insulation for new roof. 7103 Supply and installation of 3/4" wood deck on new roofs, mechanically attached through 150 to existing wood deck. 7104 Supply and installation of ASTM D226-30rlr underloyment on all existing and new roofs. 7105 Supply and installation of Qualipur 601 Elostomeric waterproofing layer on meditation room closet. 7106 Supply and installation of JM 60mil TPO membrane over existing flat roof. Page 3 of 11 - 1 786 202,0237 @ 93 -1 786 2A7,2588 0 N AV I CO3N C 0 N S T P U C T i () t,,' Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I Units $ 24,750.00 I LS $ 45,150,00 - Inluded in $ - 7101 - Inluded in $ 7101 - Inluded in $ 7101 - Inluded in $ 7101 - Inluded in $ 7101 f�' WWW.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I item Description Qty Unit Price , 8 DOORSANDWINDOWS 8100 WINDOWS 8101 Supply and installation of aluminum framing and impact I LS $ 52,400.00 resistant glazing, as per plan A21-00. NOA approved 9 FINISHES 9100 PLASTER AND GYPSUM BOARD 9101 Supply and installation of interior partition walls framing and I LS $ 16,850.00 finishing. Includes durock in shower enclosures and green board in wet areas. 9200 FLOORING AND WALL TILES 9201 Installation of ceramic tiles throughout house and additions, I LS $ 18,650.00 includes shower walls. 13 SPECIAL CONSTRUCTION - SWIMMING POOL 13101 Swimming pool installation, including excavation, foundations I LS $ 43,150.00 and structure. Includes depth of 5'and steps. 13102 Equipment includes 1.5 hp pump, heater and salt system. Included in $ 13101 13103 Verde Diamond Brite finish, installation of basaltina copin. Included in $ (included in 9,302), 6" water line tiles, 13101 Page 4 of 11 786 20�?.0221 1 7 8-6 247 2 15 8 8 r,�,tjAv IC(,)le!C ✓N �,TP�)�!T iON WWW,NAV1C0NUS,C0M ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty Unit Price 13104 Supply and installation of 3 LED pool lights. included in $ 13101 13105 Supply and installation of ladder. included in $ 13101 13106 All requited plans, engineering drawings and permits included. Included in $ 13101 13107 Plumbing and electrical installation specifc to pool included. included in $ 13101 15 PLUMBING& MECHANICAL 15100 PLUMBING ROUGH 15101 Plumbing systems and rough -in 15102 Supply and installation of approximately 400'of (I 1 /7' & 1 1/4") water service. 15103 Supply and installation of approximately 100' (3/4") water service. 15104 Supply and installation of (6) wcII hydrant hose bibs. 15105 Supply and installation of hot water recirculating supply with pump. Page 5 of 11 f--"% 1786 202 02'37 UQ ID ,1 786 247,2588 C I LS $ 24,850.00 - included in $ - 15101 - Included in $ 15101 - Included in $ 15101 - included in $ 15101 WWWMAVICONUS-COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Mario Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I Item Description QtV Unit 1 Price I 15106 Supply and installation of complete hot and cold water supply for house. 15107 Installation of new sewer connection 15108 Plumbing areas include bathroom ). bathroom 2, powder room, kitchen, laundry room, staff bathroom, master bathroom, and lounge bathroom. 15109 Supply and installation of (4) AC drains, 15110 Gas installation throughout property including BBQ, generator, range, fireplace, and gas water heaters. 15111 Supply and installation of approximately 400'of gas PE pipe and metallic pipe. 15112 Supply and installation of septic tank and drain field - ALLOWANCE Note: This is just an allowance. Wg need- sQgegifiggtigns for an occurote Trice. Price does not include anv'mo system that would need to bs installed in case of elevofitissues. 15400 HVAC 15401 Mechanical systems and rough -in, linear registers, condenser units, air -handling units. Page 6 of 11 1 766 2G2 02'37 @ in Q 1 C 0,N C 0 N S TR U C r'0 N Included in $ 15101 included in $ 15101 included in 15101 Included in $ 15101 LS $ Included in 15110 LS I LS 4,000.00 28,450.00 WWW.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo- & Maria Gabriela Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I item Description Qty Unit Price 15402 Supply and installation of (2) split unit residential HVAC - (1) Included in Carrier model# 25VNA06OA003 & (1) Carrier model 15401 -m25VNA048AO03 15403 Supply and installation of (4) VFR split unit residential - (2) Included in Mitsubishi model #SUZ-KA09NA, f I I Mitsubishi model #PUZ- 15401 A30NHA6, (1) Mitsubishi model #MUFZ-KJ I 2NAHZ. Note: Replacement of VFR unit in meditation room fear split system; replacement of VFR system in lounge for split 3 tan L unit. _ 15404 Supply and installation of (4) safety t-switch, (6) digital Included in thermostats, (2) auxiliary drain pans, (2) A/H aluminium stands 15401 15405 Supply and installation of f30) A/C supplies, (18) returns, (7) 60 Included in CFM Panasonic exhaust fans 15401 15406 Supply and installation of 250'of (1.5') R=6.5 fiberglass duct Included in plenum; insulated R=6.5 flex ducts; ( I) dryer exhaust; (1) laundry 15401 transfer grille. 15407 Supply and installation of 178'of Titus diffuser grilles. Note--. Included in removal of 80' of linear diffusers in staff, laundry, lounge, and 15401 tad_rqpm _1and 2- 16 ELECTRICAL 16101 Electrical systems and cough -in. I LS $ 41,350.00 Page 7 of 11 1 r" 1 786 202.0237 91 It,, r-OUNPOACOI NUS,C OM 1 786 247 2588 ft-NAVIC' OtISTPUCTION WWW.NAV1CONU5,COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No, 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gobriela Contreras Time 44-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description 16102 Demolition of existing electrical switch gears, - Included in $ - 16101 16103 Supply, wire, and install new switch gears and circuit breakers, - Included in $ - including DP panel, panel L, panel M, panel E, and panel B. 16101 16104 Supply, wire, and install conduits and all main feeders, - Included in $ - 16101 16105 Supply, wire, and install all outlets and switches, including - Included in $ - screwless wallplates, to be lutron, white, 16101 16106 Supply, wire, and installation of smoke detectors and carbon - Included in $ - monoxide detectors, 16101 16107 Wire and install all light fixtures as per plans E1.4 and E1.5. Included in $ - 16101 16108 Relocate, wire and install existing gas generator. Included in $ - 16101 16109 Supply, wire and install new weatherproof ATS. - Included in $ - 16101 Sub Totals GC Overhead & Profit 147. Total Page 8 of 11 $ 551,210.00 $ 77,169.40 $ 628,379.40 W W WMAVIC©NUS,CaM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198,- 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabrielo Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I- item Description QtV Unit Price -] EXCLUSIONS FQR CLIENT I Exterior rolling shades excluded 2 Removal of muck & other underground conditions excluded for now. 3 Plenum space 4 Mold repair by specialty company excluded 5 Curtains excluded from scope 6 Fireplace maintenance work excluded 7 Architecture and Engineering consulting Fees JMEP & F Engineering. Structural Engineering) 8 Building Department Permit Fees 9 Building Department )nspec lion Fees 10 Exclude sub -permit costs (MEP, Glazing roil;ngs, etc,l unless stated otherwise in quote. Cost to be reimbursed by Ofent, 11 Due Diligence - Environmental Study, Asbestos Study, Etc. 12 fees associated to Utilities providing permanent service increase connection to development. 13 Unforeseen underground site and soil conditions. Page 9 of 11 78F2rj2 GP.�;7 1 786 '�47 2S88 tf 6- (_ rf N F 0 Cr- NW I C ON LJ S C C M WWW,NAV1CONUS,COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated With owner Client Eli Bravo &4 Maria Gabriela Contreras Time 40-44 Weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 Item Description Qty Unit Price 14 Dimmers or smart/automated switches to be supplied and instalted by others, Novicon will only supply box in waif & circuit connection to tights, connection to main automated equipment is excluded (typical note, applies to alt areas unless otherwise noted) 15 Sound system, Low voltage cables and its connections to low voltage panel, low voitcge equipments, smart home equipments excluded.. Page 10 of 11 1 78 6 247 i c W W W.NAVICONUS.COM ESTIMATE CGC 1524665 175 SW 7TH ST SUITE # 1618 MIAMI, FL 33130 No. 198 - 1234 Miami Shores Date 10.05.2018 valid 30 days Terms: 25% in advance & monthly payment application pursuant to AIA agreement - To be negotiated with owner Client Eli Bravo & Maria Gabrielo Contreras Time 40-44 weeks Location 1234 NE 94TH ST Miami Shores, FL 33138 I item Description MY Unit Price � NOTES FOR CLIENT L Amounts shown as Allowance are Subject to change based final design and quote. H. Price is based on "preliminary drawings" provided by the OWNERIArchitect, any changes andlor revisions required by municipality will required a revision of this proposal. W. Price tray vary subject to contract's term and conditions iv. Quote limited to activities specified herein V. Novicon wilt bill Client as per AtA Document A401-2007, Novicon Submits monthly application for payment with respective schedule of values for the due work indicating the percentage of completion. The Client Shot] pay each progress payment no lafer thou five working days after application is submitted. A Novicon recommends a Contractor controlled allowance of 3 to 57� of the total budget, not included here in. vii, Contractor to provide all necessary insurances and licenses 41. Safes Taxes included in Aloteriofs except those provfe d by Owner ix. Parties agree to sign and AIA Construction Agreement prior t 0 execution of the work X. Electrical and wafer bills to be paid by owner during time of construction Page 11 of 11 1 78-6 202,0237 FJ -1 786 247 ',2*88 1 Aj4c I KF 0 CtN,4%) �C:O N US -CO M WWW.NAVICONUS.COM Miami Shores Village Building Department .," 10050 NE 2' Ave. Miami Shores, FL 33138 305-796-2204 / Fax 306-766-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by the Owner to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1234 NE 94th Street project on the below listed structure as of 0 8 -10 - 2 018 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: RC17-2993 Yspecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) — Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high Steet Oaming and Connections welded or bolted . • • • • • • • • Soil Compaction — Precast Attachments • • • • • • Roofing Ap lications, Lt. Weight. Insul.Conc. go•• • . — 0000 •. .. )60ther 1 !! v�v0 % •••••• • Note: Only the marked boxes apply. • • The following individual(s) employed by this firm or me is authorized representative to perfo}tfi• g g • • inspection* ; e • •' • I Baltasar Martin 2. Nemesio Arbelo ��•••� 3. Mohammad Taghioff 4. Darcrel Urdaneta • *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a led statement indicating that, to the best of my knowledge, belief and professional judgment ose ortkgRttdf `'� vgject outlined above meet the intent of the Florida Building Co are in subst tial`a, ancTdCit tkga� oval plans. Engineer/Architect . LlC�;.a7�,• do Signed and aled _' O Date: 08- 3-2018�-n �0(6 :0 0A Name Tanya Homleid P.E./Optimus Structural Print Design LLC Address7850 NW 146 Street_, Suite 305 Miami Lakes, FL 33016 PE: 61706 / SI: 7021292 Miami Shores Village o Building Department Tm 10050 NE 2nd Ave. • • • • • • — OU Miami Shores, FL 33138 • • • • • • • • • • 305-795-2204 / Fax 305-766-8972 • NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SP13ty"L • INSPECTOR UNDER THE FLORIDA BUILDING CODE. • 1(We) have been retained by the Owner to perform special inspector services undepthe FloricW • • • • Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1234 •ML • 94th Street project on the below listed structure as of 0 8 -10 - 2 018 (date). I am a registered • architect/professional engineer licensed in the State of Florida. • Process Number: RC17-2993 •••••• V Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high 2L Steel-f*aming and Connections welded or bolted —Soil Compaction _ Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I Baltasar Martin 2. Nemesio Arbelo 3. Mohammad Taghioff 4. Darael Urdaneta *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building .Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed sta t indicating that, to the best of my knowledge, belief and professional judgment those porti s gf� 6�i dj'�ckrdgt)►ned above meet the intent of the Florida Building Code and are in substantial acco `. a ith,t ap? 'plans. Engineer/Architect �• o �o•."b'lame Tanya Homleid P.E./Optimus Structural Signed dSea ;," A a� 2 3=_ Print Design LLC Date: 08-13- 018 .� �� * o �:r-Address7850 NW 146 Street— uite 305 >� �� Miami Lakes'FL 33016 •�` PE: 61706 /SI: 7021292 ,,NEER1tt0�� ViE `+.. PROVED August 24, 2018 Mr. Eli Bravo & Ms. Gabriela Contreras 1234 NE 94th Street Miami Shores, Florida 33138 nAAT "__ 4-1 N V 5 Re: Addendum No. 1 - Helical Pile Recommendations Proposed Addition - Bravo & Contreras Residence 1234 NE 94th Street Miami Shores Florida • NV5 Project No. 15958 • ...... .. . ...... Dear Mr. Bravo & Ms. Contreras: • • • • • • • NV5 is pleased to present this addendum letter for the foundations at the above-'refierenced'prSJect. NV5 previously performed a eotechnical stud for the project and provided a • • �rt�titled-*R� of p Yp g Y p J p " r • • • Subsurface Exploration & Geotechnical Engineering Study, Proposed Addition...Qravo & Contreras ...... • • Residence, 1234 NE 941h Street, Miami Shores, Florida, NV5 Project No. 159-18, Baled JwuaW 30, ....:. ...... 2018. • . . ...... In our January 30, 2018 report, we had recommended the use of shallow foundations to sumott the proposed addition. We received a request from the project structural engineer, Optimus Structural Design, LLC, for the use of helical piles due to the underground obstructions limiting the use of a shallow foundation systems. We reviewed the results of our geotechnical engineering study and provide the following recommendations for helical piles to support the proposed addition. HELICAL PILE RECOMMENDATIONS The helical piles should be designed based on the recommendations below. We estimate that maximum settlement of helical pile foundations designed and constructed as recommended below will be less than 1 inch. 1. Structural loads can be supported on helical piles (such as A.B. Chance helical piles RS3500.300 round shaft or equivalent). 2. We recommend that each pile consist of a 10-, 12-, and 14-inch-diameter helix configuration designed for the allowable loads provided below. Helix Diameter (in) 10, 12, 14 Allowable Compression Load (kips) 35 Allowable Tension Load (kips) 7 Allowable Lateral Load (kips) 0 Est. Length Below Existing Grade (ft.) 24 (bottom helix) 3. We recommend that a load test program be performed for the project prior to the start of production piling. This will allow for the test results to be analyzed, and for pile recommendations to be revised if necessary. Based on load test results pile capacities and/or lengths may be adjusted. The pile load test program should consist of one (1) compression load test (ASTM D 1143) for the 10-, 12- and 14-inch helical pile configuration. The load test 14486 Commerce Way I Miami Lakes, FL 33016 1 www.NV5.com I Office 305.666.3563 1 Fax 305.666.3069 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL ,Mr. Bravo & Ms. Contreras Bravo & Contreras Residence Addendum No; 1 - Helical Piles Recommendation August 24, 2018 Page 2 NV5 Project No.: 15958 should be performed and results interpreted in accordance with the most current edition of the Florida Building Code. The minimum test load should be twice the pile working capacity. 4. Test piles should not be used as production piles. Upon approval bythe geotechnical engineer, reaction piles may be installed in production locations provided such piles are properly installed to meet the project specifications and are monitored for movement during load testing. 5. It should be noted that the depth to the top of the limestone may vary throughout the �Ltp• The contractor should be aware that it is possible pile lengths may vary depending on AG"I*site ....•• conditions.. Notwithstanding these variations, the bottom pier helix shoL6d•b4 firmlyq rewed .• into the limestone layer. Pile contractor should provide the correct equipmgmteto advance the ••••�• piles to the recommended depth. ...... 6. . . .... •• .. Helical piles should be spaced a minimum 3 feet apart. ..... •••••• ••�••• 7. Measurement of installation torque can provide an indication of capacitp•A.oalibrated.gauge .� should be used during pile installation. We recommend the contractor provide tl,(%J%que •••••• requirements based on the specific anchor design to meet the recommdndptl.pile capacities. ;••••; 8. The piles should be installed within 2 inches of the specified plan location and within percent of vertical. 9. Connections of the helical piles to the pile cap should be as recommended by the manufacturer. 10. The final helical selection and design should consider corrosion potential. Due to the variable types of helical anchors available, the Contractor should submit the design of the pile for review by NV5 and the project structural engineer. The design should be performed and signed and sealed by a Professional Engineer registered in the State of Florida. 11. NV5 should monitor the installation of the helical piles to assure that the piles are installed in accordance with the recommendations provided herein. LIMITATIONS This letter report provides additional recommendations for the requested helical piles for support of the proposed addition. It is not intended to replace our January 30, 2018 report, but rather to supplement the recommendations therein. It should therefore be read and interpreted in coniunction with that report, as all other pertinent recommendations in that report remain in effect. In the event of a conflict between the reports, the recommendations herein should be followed. NIV15 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL Mr. Bravo & Ms. Contreras August 24, 2018 Bravo & Contreras Residence Page 3 Addendum No, 1 - Helical Piles Recommendation NV5 Project No.: 15958 i CLOSURE We appreciate the opportunity to provide specialized engineering services on this project and look forward to an opportunity to participate in construction related aspects of the development. If you have questions about information contained in this report contact the writer at 305 901-1896. ``�111111111f///1 /° Sincergie`,`A�•e..' NV5, �G�3 ,•'' • • • •, ''. �G E • �°�' • S • N 0. 80312 �t - ..•. • • • Cly& re?,; tr '..•.' • ProjdciCiSn r F o •••••• • Floricia,�'J! � •••• • f ...... fit Distribution: Original to Addressee via Email •••••• Copy to NV5 File Z: DOCiNVS Reportsi15958 Addendum No_I_Geo—Bravo_Contreras Residence 1234 NE94th Street Miami Shores FL —Helical Piles 08-14-18.docx CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL SN�p yQ Miami Shores Village m, Building Department * 0 * 0 10050 NE 2"d Ave. • Miami Shores, FL 33138 : .. 305-795-2204 / Fax 305-756-8972 ' ...... ... ...... NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. • .... .. .. ..... 00:09: . . ..... I (We) have been retained by the Owner to perform special inspector services drldet the Florida • • • • • • • Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1234:1ME:91 th Str2et •, project on the below listed structure as of 0 8 -10 - 2 018 (date). I am a registered 0• • • • • • architect/professional engineer licensed in the State of Florida. ; ;....; • Pro RC17-2993 � S/cess Number: � • • pecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high 2L Steem:�raming and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1 Baltasar Martin 2. Nemesio Arbelo 3, Mohammad Taghioff 4. Darael Urdaneta *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will subs kt%o ther$j#ing Inspector at the time of the final inspection the completed inspection log form an1� is t� tpfiicating that, to the best of my knowledge, belief and professional judgment , pd ignA �� ct outlined above meet the intent of the Florida Building Code and are ' sultan deco danc �9ith a t£pproval plans. ' Engineer/Architect ( N : = _ * N . 61706 •••* Name Tanya Homleid P.E./Optimus Structural Si ed Seal * .:/%,; Print Design LLC Date. 0f 13- 1.. Address7850 NW 146 Street- Suite 305 3fi`f�TE OF P40R10 ,•`.�� Miami Lakes, FL 33016 OfdALE�G��` PE: 61706 / SI: 7021292 ).,I I , i ur : i_ nE � A'PF',-�cDfATff Vt..7 —IDAT / LI, N V 5 August 24, 2018 """��,.�,. _ Mr. Eli Bravo & Ms. Gabriela Contreras 1234 NE 94th Street Miami Shores, Florida 33138 Re: Addendum No. 1 - Helical Pile Recommendations Proposed Addition - Bravo & Contreras Residence • . . .... ...... 1234 NE 94th Street • Miami Shores, Florida •••••• •• ...... NV5 Project No. 15958 ' • • • • • • Dear Mr. Bravo & Ms. Contreras: .... .. .. ..... ...... . . ..... .. .. . ...... NV5 is pleased to present this addendum letter for the foundations at the above vreferenced project. NV5 previously performed a geotechnical study for the project and provided a reporthitled•Report of ....:. Subsurface Exploration & Geotechnical Engineering Study, Proposed Addition;- QI%vo & -Contreras • Residence, 1234 NE 941h Street, Miami Shores, Florida, NV5 Project No. 15958,' dated JmdijN 30, • 2018. " ' In our January 30, 2018 report, we had recommended the use of shallow foundations to support the proposed addition. We received a request from the project structural engineer, Optimus Structural Design, LLC, for the use of helical piles due to the underground obstructions limiting the use of a shallow foundation systems. We reviewed the results of our geotechnical engineering study and provide the following recommendations for helical piles to support the proposed addition. HELICAL PILE RECOMMENDATIONS The helical piles should be designed based on the recommendations below. We estimate that maximum settlement of helical pile foundations designed and constructed as recommended below will be less than 1 inch. 1. Structural loads can be supported on helical piles (such as A.B. Chance helical piles RS3500.300 round shaft or equivalent). 2. We recommend that each pile consist of a 10-, 12-, and 14-inch-diameter helix configuration designed for the allowable loads provided below. Helix Diameter (in) 10, 12, 14 Allowable Compression Load (kips) 35 Allowable Tension Load (kips) 7 Allowable Lateral Load (kips) 0 Est. Length Below Existing Grade (ft.) 24 (bottom helix) 3. We recommend that a load test program be performed for the project prior to the start of production piling. This will allow for the test results to be analyzed, and for pile recommendations to be revised if necessary. Based on load test results pile capacities and/or lengths may be adjusted. The pile load test program should consist of one (1) compression load test (ASTM D 1143) for the 10-, 12- and 14-inch helical pile configuration. The load test 14486 Commerce Way I Miami Lakes, FL 33016 1 www.NV5.com I Office 305.666.3563 1 Fax 305.666.3069 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL Mr. Bravo & Ms. Contreras August 24, 2018 Bravo & Contreras Residence Page 2 ,Addendwm No. 1 - Helical Piles Recommendation NV5 Project No.: 15958 should be performed and results interpreted in accordance with the most current edition of the Florida Building Code. The minimum test load should be twice the pile working capacity. 4. Test piles should not be used as production piles. Upon approval bythe geotechnical engineer, reaction piles may be installed in production locations provided such piles are properly installed to meet the project specifications and are monitored for movement during load testing. .... 5. It should be noted that the depth to the top of the limestone may vary throughout the sOV.. The contractor should be aware that it is possible pile lengths may vary deI1Crldn on aM11 site conditions.. Notwithstanding these variations, the bottom pier helix should•be firmly screwed into the limestone layer. Pile contractor should provide the correct equip�j�gtmto advar%athe piles to the recommended depth. ...... • 6. Helical piles should be spaced a minimum 3 feet apart. •••••• • 7. Measurement of installation torque can provide an indication of capaciiy� A,•aalibraied gauge should be used during pile installation. We recommend the contractor provide t+he torque requirements based on the specific anchor design to meet the recommended pile capacities. 8. The piles should be installed within 2 inches of the specified plan location and within 2 percent of vertical. 9. Connections of the helical piles to the pile cap should be as recommended by the manufacturer. 10. The final helical selection and design should consider corrosion potential. Due to the variable types of helical anchors available, the Contractor should submit the design of the pile for review by NV5 and the project structural engineer. The design should be performed and signed and sealed by a Professional Engineer registered in the State of Florida. 11. NV5 should monitor the installation of the helical piles to assure that the piles are installed in accordance with the recommendations provided herein. LIMITATIONS This letter report provides additional recommendations for the requested helical piles for support of the proposed addition. It is not intended to replace our January 30, 2018 report, but rather to supplement the recommendations therein. It should therefore be read and interpreted in coniunction with that report, as all other pertinent recommendations in that report remain in effect. In the event of a conflict between the reports, the recommendations herein should be followed. NIV15 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL Mr. Bravo & Ms. Contreras August 24, 2018 Bravo & Contreras Residence Page 3 ,Addenddm No. 1 - Helical Piles Recommendation NV5 Project No.: 15958 CLOSURE We appreciate the opportunity to provide specialized engineering services on this project and look forward to an opportunity to participate in construction related aspects of the development. If you have questions about information contained in this report contact the writer at 305 901-1896. I1011///,' Sincergi�•��`�io L••�i 'o,•.•••• NV5, �GG•.•�\G E/v ,• .... ...... •• 1Y0i� 1 • / •••.•• •••••• •••••• : 80312 = 000:00 / E OF ; •••• .• .. ••••t Pro'M cNn r pp.. ,• �4;: ••:•• ..:..' Floriclk Qd3�;,e�1��►�� •• •• ....•. off/ S,� •• •jes A ``�� :••: •: • •• ®NA L tiN ....:. fillillllllltt,.� , • • �••••• • • Distribution: Original to Addressee via Email •••••• Copy to NV5 File • ZIDOCINV5 ReportsI15958 Addendum No 1_Geo Brovo_Contreras Residence 1234 NE94th Street Miami Shores FL Helical Piles 08-24-18.docx NIV5 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL W1 Process Number: M2018014251-0 Folio: 1132050100210 Fee Payer: ALEJANDRO BRANGER 5801 SW 74TH TERRACE APT. 7 MIAMI, FL 33143 Fee Type Dist 3Cate Id `Codi AREA 1 M5002 Department of Regulatory and Economic Resources Impact Fee Receipt Batch: Site Address: 1234 NE 94 ST Collection Date: 07/04/2018 Cat Category Description Suffix 00 UNIT SIZE (SQ FT) Collection Number: 123737 Units Fee Extended ' Deferral t Deferral Amount Amount JAdmin 1,081 00 i $0.92 $992.36. Total i $992.36' - Deferred Amount I __.._,._. _ _ .. ...... .. _.,..... ..... € + Deferred Admin: _ Total Amount Due $992.36 ................... .. Paid Check: $0.00 Paid Cash: $0.00 Paid Credit: $992.36 Paid Convenience Fee: $20.15 Total Paid : $1,012.51 Report run on: July 04, 2018 07:12 PM Page 1 of 1 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: RC-12- �"�l# j� Permit Type: Building (Residential) Work Ciassocation: Addition/Alteration issue Date11/16/2018 Parcel Number 1234 NE 94 ST, Miami Shores, FL 1132050100210 Contacts Permit Status: Approved Expiration: 0 5/ 15/2019 MARIA GABRIELA CONTRERAS Owner 1200 NE 97 ST, MIAMI SHORES, FL 33138 Other:3059492371 ELI BRAVO Owner 1200 NE 97 ST, MIAMI SHORES, FL 33138 Other:3054942371 MARIA GABRIELA CONTRERAS Applicant 1200 NE 97 ST, MIAMI SHORES, FL 33138 Other: 3059492371 NAVICON CONSTRUCTION Contractor ANTONIO JOSE TORRES BETANCOURT 175 SW 7 ST 1618, MIAMI, FL 33130 Home: 7862020237 Description: INTERIOR RENOVATION OF EXISTING HOUSE WITH MINIMAL CHANGES TO ROOM LAYOUTS, UPGRADE UPDATE OF FINISHES NEW KITCHEN, NEW BATHROOM LAYOUTS, DEMOLITION IF EXISTING HOUSE THROUGHLY CONNECTING TO THE EXISTING STRUCTURE, NEW POOL DECK, NEW CABANA/POOL LOUNGE AND NEW MEDITATION ROOM. Fees Amount CCF $225.00 Cert. of Compl. for Single Fam and Duplx $50.00 (Manual) DBPR Fee $168.34 DCA Fee $112.22 Education Surcharge $75.00 Permit Fee $11,022.37 Plan Review Fee (Engineer) $160.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $160.00 Plan Review Fee (Engineer) $90.00 Preliminary Plan Review (Residential) $320.00 Preliminary Plan Review (Residential) $200.00 Preliminary Plan Review (Residential) $480.00 Scanning Fee $51.00 Technology Fee $280.56 Total $13,484.49 Valuation: $ 374,079.00 Inspection Requests: 30S-762-4949 Total Sq Feet: 1,500.00 Payments Date Paid Amt Paid Total Fees $13,484.49 Deposit 06/20/2018 $480.00 Deposit 12/22/2017 $360.00 Credit Card 11/16/2018 $11,874.49 Deposit 09/04/2018 $200.00 Deposit 10/25/2018 $480.00 Amount Due: $90.00 Building Department Copy 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all th0oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zpning. Fythermore, I authorize the above named contractor to do the work stated. Authorized / Applicant / Contractor / Agent November 16, 2018 Page 2 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 17-004087-6EC MASTER SUITE Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARIA GABRIELA CONTRERAS & ELI BRAVO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1234 NE 94 ST City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23 AND LOT 24 AND THE WEST 10 FEET OF LOT 22, MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) ADDITION MASTER SUITE A5. Latitude/Longitude: Lat. 25°51'43.21 Long. 80°10'25.31 Horizontal Datum: ❑ NAD 1927 E 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 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NSA sq in d) Engineered flood openings? ❑ Yes E No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAVI SHORES 120652 MIAMI-DADE FLORIDA B4. Map/Panel • Number B5. Suffix - B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) 89. Base Flood Elevation(s) Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086C-0306 L 9/11/2009 09/11/09 AE 8.00 FEET B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ® 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 X❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 T, MASTER SUITE Expiration Date: November 30. 2018 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 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, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: MIAMI DADE COUNTY BM: B-62 ; 8.67 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) 8. 72 © feet ❑ meters b) Top of the next higher Floor N/A, 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 0 feet ❑ meters d) Attached garage (top of slab) N/A. E] feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. [Z feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7. 0 Q feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7. 3 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. Q feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number JOHN IBARRA 5204 �� ,.�' , ' ` `„' ''•: r,4=_ Title �`4�Q1��` •�•, PROFESSIONAL LAND SURVEYOR �,5,,� �, ;F+�` , p1w, ' Company Name JOHN IBARRA&ASSOCIATES, INC� «��p�tC�R�f •, a Address p 777 NW 72 AVE #3025� ��,�� ki�� City State ZIP Code •'' C� MIAMI FLORIDA 33126 Signatu�Ij Date Telephone "�" M`5%8%2019 518/2019 P: 305 262-0400 CENTERLINE ROAD ELEVATION: 7.32 FT Copy all pag of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company; and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C.O.R= 7.32 FT; LATITUDE AND LONGITUDE DETERMINED BY USING GPS; ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929; MIAMI-DADE COUNTY BENCHMARK #13-62; ELEVATION IS 8.67 FEET OF N.G.V.D. OF 1929. LOCATOR NO.3250-S; LOCATED AT NE 96 ST & NE 10 AVE. NOTE: THIS ELEVATION IS FOR THE MASTER SUITE FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 MASTER SUITE Expiration Date: November 30, 2018 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 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 El 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 1-2 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 FX] feet E] meters ❑above or E] 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. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 A MARTFR RI IITF Expiration Date: November 30. 2018 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: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 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 AO. 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 G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. MASTFR,6iETF Expiration Date: November 30. 2018 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: 1234 NE 94 ST 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 AS. If submitting more photographs than will fit on this page, use the Continuation Page. s, t , S Y S. lk Front View Rear View Front View Date: 5/9/20 19 Rear View Date: 5/9/2019 A picture of the property is miavailable. A picture of the property is miavailable. Right Side View Left Side View Right Side View: Left Side View: FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page MASTF8SUIT 9 MASTER suITF Expiration Date: November 30, 2018 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. 1234 NE 94 ST Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. Photo One Photo Two Photo Three Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 BARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers WYWV-IBARRALAMu_.S V RYEYORS,COM 777 N.W 72nd AVENUE 4040 DEL PRADO BLVD S. SUITE 3025 1 SUITE 823 VIIAMI, FLORIDA 3312.5 CAPE CORAL.. FL 3390a PH: (305i 252-040C PH: (239) 540-2660 FAX : (305) 262-0401 FAX: (239) 540-2664 ABBREVIATIONS AND MEANINGS A- NC = AIR CONDITIONER PAD. A.E. ANCHOR EA5EMENT. AR= AWMINUM ROOF. A,3 = ALUMINUM SHED. A5PH.- ASPHALT, B.C.= BLOCK CORNER B.CA - BR 1. COUNTY RECORD1 DG EL.- BUILDING. i B.M.- BENCH MARK B.O.B.= BASIS OF 5EARINGS. B.5.L = BUILDING SETBACK UNE C = CALCULATED C.B -CATCH BASIN. -' C.B.S = CONCRETE BLOCK STRUCNRE. CBW - CONCRETE BLOCK WALL. CH.- CHORD. CM.B.- CHORD BEARING. LL = CLEAR UNK FENNNANCE 210.2A C.M.Es CANALMANTECHAIN EASEMENT5. . G= CONCRETE. C.P.= = CO PORCH. B.C. C.5.= CONCRETE5LAB. F.I.R. 1/2" A. C.U.P.- CONC. UTILITY POLE NO CAP C.W.= CONCRETE WALL D.E.= DRAINAGE EASEMENT D.M.E.-DRAINAGE MAINTENANCE PA5[MENTS DRIVE - DRIVEWAY - DEGREES. E - EAST. EB = ELECTRIC BOX E.T.P.- ELECTRIC TRAN5FORMER PAD. 'pp EIEV.- ELEVATION. ]� :NCR.= ENCROACYVEN- F.H.= FIRE HYDRANT. F.I.P.=FOUND IRON PIPE. F.I.R= FOUND IRON ROD. F.F.E.= FINL5MED FLOOR ELEVATION. F.N.D.- FOUND NAIL P DISK FR - FRAME. FT - FEET. FNIP.= FEDERAL NATIONAL IN5URANCE F.N.- FOUND NAIL. H.- HIGH (HEIGHTT I.C.V.- IRRIGATION CONTROL VALVE I.F.- IRON FENCE INA EG.= INGRE55 AND EGRESS FA9EMENT. L.B. - C ft fir d AuthorvaGon L.B.87WG L P.- LIGHT POLE, LF.E.- LOWE5r FLOOR ELEVATION. LM.E.- LAKE MAINTENANCE EASEMENT. - MINUTES. M. - MEA5URED D15TANCE. ME, - MAIL BOX M.D.CR- NMI DADE COUNTY RECORD" M.E.- MAIN"ANLE EASEMENT5 LOT - 25 MON. - MONUMENT UNE. MM - MANHOLE. MA = MONUMENT UNE. N.A.P. - NOT A PART OF. NGVD - NATIONAL GEODETIC VERNCAL DATUM. N. - NORTH. N.T.5. - NOT TO SGNE. ,-NO. - NUMBER Cr, = OFF5ET. O.H. = OVERHEAD O.H.L- OVERHEAD UTILITY UNE5 O.RB. - OFFICIAL RECORDS BOOK OVH -OVERHANG MT PV.- PAVEMENT. FL.- PUNTER. P0. = PROPERTY UNE. P.C.C.- POINT OF COMPOUND CURVE. F.C.= POINT OF CURVE. ZjPOINT OF TANGENCY. = POINT OF COMMENCEMENT . OB F.= POINT OF BEGINNING. P.R.C.- POINT OF REVERSE CURVE PB-PUT BOO p 19.4' ASPHALT U7 PVMT. N F.I.R. 1 /2' NO CAP W.M.© Ob. 7�.• 0,22' CL-1 34.42' PG.- PAGE. K MEDITATION PWY. :PARKWAY. PRM. = PERMANENT REFERENCE MONUMENT. ROOM P.L5- PROFF5aONAL LAND SURVEYOR R.- RECORDED D15TANCE. FOUNDATION RR- RAIL ROAD. RES.= RFSIDECE.PRO UNDER PROP. FOR CORNER CONSTRUCTION -PROPERTY F1W - RIGHT-0E-WAY. RADIUS POINT. FLOOR ELEV= 8.67' RGE.- RANGE. 5EC.- 5ECTION, 5TY.- STORY. 5WK- 51DEWAV. 5.I.F.- 5ET IRON PIPE L.B. J780G. S.P. - SCREEN® PORCH 5.= 50um. - 5EODND5 T - TANGENT TB = TELEPHONE BOOTH T.U.E.- TECHNOLOGY UTIUTY EASEMENT T50 - TRAFFIC SIGNAL BOX T.5.P. -TRAFFIC 504A1 POLE TWP - TOWN5HIP. UnL= UTIUTY. U.P.= UTILITY POLE. W.M.- WATER METER W.F. WOOD FENCE. W.R= WOOD ROOF. W.M.- WATER METER. WF.= W000 FENCE. W.R.- WOOD ROOF. W.5.= WOOD SHED. W - WE5T. - CENTER UNE. ° - CENTRAL ANGLE. LEGEND j[ = ANGLE. D I+ = OVERHEAD UTILITY LINES ----- = CONCRETE BLOCK WALL x A = CHAIN LINK FENCE -�6 9 = IRON FENCE ---SL--y - = WOOD FENCE - = BUILDING SETBACK LINE - = UTILITY EASEMENT = LIMITED ACCESS RUIN = NON -VEHICULAR ACCESS RIW ■ 0.00 = EXISTING ELEVATIONS 12.15' 2.12' wl cn m C' CID tl v- ID 0.4T CL. F.I.R. 112' NO CAP O W N Cl LOT-4 r BLOCK-1 U.P Nz N v NE 94th STREET SW TOTAL IUGHT-OF-WAY c6 !n FOUNDATION UNDER CONSTRUCTION FLOOR %Eb4$32' OD N J J cD I� I 160.00' 35.a LOT . 23 ONE STORY FEE = 8.72' RE5. # 1234 N.G.V.D. �7:1f "`-__-_` OVERHEAD UnRE 160.00' 'TOFPLAT BAY LURE N.A.P. (N.A.Pj (P.B. 44 PG. G3) LOT-5 I BLOCK-1 I CERTIFICATION: MARIA GABRIELA CONTRERA5 $ ELI BRAVO PROPERTY ADDRESS: 1 234 NE 94th STREET, MIAMI 5HORE5, FL 33138 J C9 T FOUNDATION SURVEY GRAPHIC SCALE -30 0 15 30 £ SET T.B.M. (IN FEET) NAIL & DISK ELEV. = 5.94' 1 INCH = 30 FEET /V. G. V.D. h' F.I.R. 1 /2' NO CAP p6 65.00' 14 N 41-f- � I I ON P.L. 2 .13' I - THE EAST REMAINDER ,.j I C.O.oI NA.P. OF LOT-22 44' P O v Z LOUNGE FOUNDATION UNDER CONSTRUCTION FLOOR ELEV.- 8.61' 0.15' ENCR. 65.18' F.I.R. 1 /2" NO CAP LOCATION SKETCH SCALE =N.T.S. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: • THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORD5 NOT SHOWN ON TH15 SURVEY. • EXAMINATION5 OF THE A55TRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. • TH15 SURVEY 15 SUBJECT TO DEDICATIONS, UMITATION9. RE5TRICTION5, RE5ERVATION5 OR EASEMENTS OF RECORD. • LEGAL DE5CRIPNON5 PROVIDED BY CUUNT OR ATTESTING TITLE COMPANY. • BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE; THE WALLS OR FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES. • EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLE55 DEPICTED OTHERWISE. • THE TERM'ENCROACHMENT' MEANS V151BLE AND ABOVE GROUND ENCROACHMENTS. • ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS, SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING • PLOT PLANS WITH CORRECT INFORMATION FOR'APPROVAL FOR AUTHORIZATION' TO THE PROPER AUTHORITIES IN NEW CONSTRUCTION. • UNLE55 OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATION5. • FENCE OWNERSHIP NOT DETERMINED. • THIS PLAN OF SURVEY, HA5 BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE • DOES NOT EXTEND TO ANY UNNAMED PARTY. FLOOD ZONE INFORMATION: THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN: FLOOD ZONE AE' BASE FLOOD ELEVATION: 8 FEEF COMMUNITY, 120652 PANEL: 0306 SUFFIX: L DATE OF FIRM: 09/112009 THE SUBJECT PROPERTY DOES LIE IN A SPECIAL FLOOD HAZARD AREA. SURVEYOR'S NOTES: 1, IF SHOWN, BEARINGS ARE REFERRED TO AN A55UMED MERIDIAN, BY 5AID PLAT IN THE DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY, TOWNSHIP MAPS. 2. THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1 :7500 FT. 3. CERTIFICATE OF AUTHORIZATION LB # 780G. 4. ALL ELEVATION5 SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE COUNTY BENCH MARK # 5-G3; LOCATOR NO. 3250 5; ELEVATION 15 5.G7 FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: TH15 "BOUNDARY 5URVEY' OF THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE 5TANDARD5 OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHANTER 5J-17, FLORIDA ADMINISTRATIVE CODWUR51JANT TO 472.027, FLORIDA STATUTES. BY V4/L.7/LV 1 y JOHN MARRA (DATE OF FIELD WORK) PROFESSIONAL LAN URvEYOR NO.: 5204 STATE OF FLORIDA (NOT VALID WITHOUT HE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCEN5ED SURVEYOR AND MAPPER). REVISED ON: REVISED ON: LOT-6 I BLOCK-1 DRAWNBY. KEVIN I FIELD DATE: 0412512019 LEGAL DESCRIPTION: LOT 23 AND 24 AND THE WEST 10 FEET OF LOT 22, MIAMI SHORES BAY VIEW, SURVEYNO: 17-004087-6 ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK 40, PAGE I G, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLOKIDA. SHEET: 1 OF 1 lz�- 0IBAR �11 FIcgT�y NO. 5204 O = O i STATE OF OA�A LAW LzB.# 7806 SEAL